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ASCE 7 tffindspeed ASCE 7 i;found Snort Loin! Related Resources Sponsors About ATC Contact
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Query Date:Tue Dec 13 2016
Latitude:27.3037
Longitude:-80.2189
ASCE 7-10 Winds eeds
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(3-sec Peakgust
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Risk Category I:150
Risk Category II:163
Rikate or III-IV:174
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MR 10-Year:88
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MRI"`25-Year:108
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MRI 50-Year:121
MRI—100-Year:133 3 V za x sir
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ASCE 7-05
Windspeed: ��. :.�:.:.a:..:::..;;�::�.n...:_: �.;:.,.;:::: ;;<>:::>;»:»:�C•�ifw, ;rs��;�:.,,t,+isxt>:».::.......::::.::>::':'::'
142(3-sec peak gust in mph)
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ASCE 7-93 Windspeed:
::::::::::::::::::::::
......................
100(fastest mile in mph)
'Miles per hour
"Mean Recurrence Interval
Users should consult with local building officials
to determine if there are community-specific wind speed
requirements that govem.
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WIRIDSPEED WEBSITE DISCLAIMER
While the information presented on this website is believed to be correct,ATC and its sponsors and contributors
assume no responsibility or liability for its accuracy.The material presented in the windspeed report should not
be used or relied upon for any specific application without competent examination and verification of its
accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the
use of this information replace the sound judgment of such competent professionals, having experience and
knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in
interpreting and applying the results of the windspeed report provided by this website.Users of the information
from this website assume all liability arising from such use.Use of the output of this website does not imply
approval by the governing building code bodies responsible for building code approval and interpretation for the
building site described by latitude/longitude location in the windspeed load report.
Sponsored by the ATC Fsdov mart Furl• r:i d"e iracxp��i:rd•201 RetMood Shores Parkway,Suite 240•Redvood filly,California 94065•( 5951542
http://windspeed.atcouncil.oriz/index.php?option=com_content&view=article&id=10&de... 12/13/2016
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Florida Building Code Online Pagel of 3
60
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts I Publications FBC Staff ? BCIS Site Map E Unks t Search
Q ids
"dj Product Approval
USER:Public User
iSue
Produrt Approval Menq>Product or Application Search>A I at2nd/or
tio De all
FL#
Application Type
Code Version
Application Status
by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
Commission if necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext 223 8
druark@ pgtind ustries.c
Authorized Signature Jens Rosow
jr pg tindustnes.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 Ce
Doors
Subcategory xterior Door Assemblies
Compliance Method n Mark or Listln
Certification Agency _ Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A -
Date Submitted 08/17/2016
Date Validated 08/26/2016
Date Pending FBC Approval
Date Approved 08/30/2016
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5 b... 12/23/2016
Florida Building Code Online Page 2 of 3
Z7
summary of Produgg
FL# I IModel,'Number or Name Description
251.1 SGD-670(Non-Impact) Aluminum SI' g Glass Dao
Limits of Use Cer It fi to
Approved Por use 1 VHZ:Yes ._25 R28 CMAC 16-06. > df t
Approved for use ou de HVHZ:Yes Quality Assurance Contract kation Date
Impact Resistant:No 04/07/2020 i
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade Coun y Acceptance(NOA) r FL251 R28 TI 16- 629.0 . df
product performance information,anchorage details,and anchor type Verified By:Miami-Dade BC -CER
size,and spacing information. Created by Independent rd Party:
valuation Repo
ependent Third Party:
251.2 JSGD-670HP(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R28 C CAC 16-0629.04.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 Il 16-0629.04.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:
251.3 ISGD-680(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.05.0
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/18/2019
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 71 16.0629.05.1)df
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
C251.4 JSGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.06.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/17/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 Tl 16-0629.06.1)df
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.5 JSGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R28 C CAC. 16-0629.07.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 R28 ii 16-0629.07.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 JSGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 16-0629.08.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 R28 II 16-0629.08.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:
251.7 JSGD-780(Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R28 C CAC 16-0629.10.0f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/02/2017
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 It 16-0629.10.odf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door
j Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 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 R28 II 15-0609.10 DR.odf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.9 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R28 C CAC 15-0612.06 L M.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
I Impact Resistant:Yes 02/14/2018
http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5b... 12/23/2016
Florida Building Code Online Page 3 of 3
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 11 15-0612.06 LM.Ddf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
I Created by Independent Third Party:
i 251.10 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes I FL251 R2f C CAC 15-0612.07 SM.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 II 15-0612.07 SM.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 FL251 R7,_D C CAC 15-12.10.. 01pff 1
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 FL2,�1_R?.S IT 15-121 .02_Ddf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party: i
Evaluation Reports
Created by Independent Third Party:
251.12 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate j
Approved for use in HVHZ:Yes FL251 R28 C CAC 15.1210.O1.1)df
y Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/14/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R28 Ii I5-1210.01.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
t............................._....._........................._.....-.-....................................................------...-.._...................................._....._._._Created,bY.Independent Third..Party:'......._...._........._........................-------..._._.................
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 a-mall 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:
UMHM
Credit Card
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDgsEt2PTand5b... 12/23/2016
M IAM 1-DARE MIAMI-DADE COUNTY
Ib PRODUCT CONTROL,SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive,
Nokomis,Fl.34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as erem,an as e with the Florida Buildin Code,
including the High ocity Hurricane Zone.
DESCRIPTIO • Series"SGD-670"Aluminum Sliding Glass Doors w/9 & 135°Garners-NI
APPROVAL DOC titled"Series 670 Alum SGD-Non-Impact",s 1
through 22 of 22,prepared by manufacturer,dated 02-02-14 and last revts 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#15-1013.14 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I.Chanda,P.E.
NOA No.1 03
MIAMI•DADE COUNTY Expiration Date. Apri107,202
,2016
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections(submitted under files See below)
2. Drawing No.PGTO128 Rev B,titled"Series 670 Alum SGD Non-Impact",sheets 1 thru 22 of 22,
prepared by manufacturer,dated 02-02-14 and last revised on 06/08/16, signed and sealed by Lynn
Miller,P.E.
B. TESTS
1. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors(w/
TPS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory, Inc.,Test
Reports'No(s)FTL-8717,FTL-;8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all
signed&sealed by Idalmis Ortega,P.E.
2. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94.
4)Forced Entry Test,per FBC 2411.3.2.1 (b) and TAS 202-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors,
prepared by Fenestration Testing Laboratory,Inc., Test Reports No(s)FTL-5979,FTL-5980,FTL-
5994,FTL-6002,FTL-6034&FTL-6035,dated 08/10/09, all signed& sealed by Julio Gonzales,
P.E. (All above test reports submitted under files#14-0123.11, #11-1018.17/#09-0826.13)
2. Reference Test reports on 1)Air Infiltration Test, per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94.
4)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1 (b) and TAS 202-94
Along w/marked-up drawings and installation diagram of Aluminum Sliding Glass Doors,prepared
by Fenestration Testing Laboratory, Inc.,Test Reports NoFTL-7554, dated 11/01/13,signed&
sealed by Marlin D. Brinson,RE(This file has addendum letter dated 08/14/14 &marked-up
drawings dated 08/19/14 &revised interior astragal marked-up Dwgs dated 11-11-13,all issued by
Fenestration Testing
3. Additional REF supporting test#FTL 5254,FTL 5980,FTL 5987 and ATI72138.01-401-18.
4. Additional,Reference Fixed window test report FTL-7897(cardinal spacer)per TAS 201, 202
&203-94, issued by Fenestration Testing lab (Test report submitted under file#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.
1sl«n
Ishaq L Chanda,P.E.
Product Control Examiner
NOA No.16-0629.03
Expiration Date: April 07,2020
Approval Date: July 21,2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1 None.
F. STATEMENTS (submitted under file#14-0123.11)
1. Statement letter dated 10/08/15 of compliance to FBC 2014(5h Edition)and"No financial
interest",prepared by PGT,signed& sealed by Lynn Miller,P.E.
2. Letter of lab compliance,part of the above test reports.
G. OTHER
1. This NOA revises#15-1013.14,expiring April 07,2020.
2. Test proposal# 16-0125 dated 03/09/16 approved by RER.
3. AAMA's Technical Paper for SGD &Bi-fold doors referenced to FBC 2014 (51h edition).
4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon,P.E.
5. Test proposals No(s)09-0177,0177-A,B&C approved by BCCO.
Is aq 1.Chanda,P.E.
Product Control Examiner
NOA No.16-0629.03
Expiration Date: April 07,2020
Approval Date: July 21,2016
E-2
SERIES 670, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLE A:
INCLUDING POCKETS &900/1350 CORNERS Group Anchor Substrate 'Frame Min,Edge Min.
Member Distance- Embedment
GENERAL NOTES Concrete(ml Head/911[13amb 1. Ive"
1 GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. 1 114*Elco Ultmcon —
9 0 STM b only 2-110 1-1/4'
2)DESIGN PRESSURES: ed G90,min. Jamb b o 0MY 2.112" 1-&4"
-- -
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 114-Elt.410 S.S. ln�3
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 2 ;Zc't' (ASTM
Its!) Hea VJamb 11 I-T4-
Creteflex TM C-90) Jamb only I-114'
_—
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS P.T Southern Pins _F9;FS_191jamb 1. 1.395"
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT M-Erco Ullfecon Concrete(min.2.85 k5l) Head/813 1. I've,
COME INTO CONTACT ungrouted CMU(ASTM C-90) Jamb only 1.-
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 1-1/4*
HeadtSillf,lamb 9/16. "/a,
-14. #1Z 18-8or410luminum. Td—/SiIUJamb are* 0.0or
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6 P.T.P.T Southeim Piro(SG=0.55)
4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. S's'sms,
5)INSTALIAT15N— 3 (mh 11 threadstin) Steel,A36' HeTd_1S(I1/JaMb 318" Mew
SCREWS,FRAME SPLICES.FRAME AND PANEL CORNERS TO BE SEALED WITH —St.1 Stud,A653 Gr.33' Fleadreti/Jamb 316,
NARROW JOINT SEALANT. concrete(min.3.275 ksl) Flead/SlItNamb 1-1/2' 0.0451'
Iw Elco,I"S.S. d CML�(A$Tvi Cao) Jamb only 2' _7711-4-
6)REFERENCES ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOXS,ANSI/AF&PA NDS FOR Un""A"ST. 1-31W
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. AgUte-Gator mulej-5.1.1—(A 90,min.2 Ire]grout) Jamb only 2' 2'
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern - 'S) f;Wad1$g"'-mb 1. 11-3/87
PL
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE PER CURRENT
P.T.s.01.PI.-I ISGG�mo.55) Flead/Sill/Jamb 9116" 1-318,
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS F
E 4 #1Z Steel SMS G5, Aluminum,6063w ?*aillsilf/jamb 3/F0,063
FLORIDA BUILDING CODE,AS APPLICABLE. (min.it threadenn) Steel,A36 Heact/SlItrJamb 318,
TEST REPORTS:FTL I Steel Stud,A653 Gr.3Y I I4eTd/_SIWJamb are, 0.0451'
-5254,FTL-5979,FTL-5980,FrL.6987,FTL-5994,FTL-6002,FTL-6034.FTL-6035.
FTL-7554 AND ATI 72138.01-1401-18 MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN.
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 M IAMI-DADE COUNTY,USE ONLY MIAM I-DADE COUNTY APPROVED ELCO
ANCHORS-SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS.
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. NOA DRAWING MAP
3)WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL IF UNIT IS SHE
ET
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.IX AND 2X BUCKS GENERAL NOTES.............1
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE EXAMPLE CONFIGS..........2-3
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. GLAZING DETAILS............4,5
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE.....................6-14
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, DESIGN PRESSURES6-8 ARODUCfRFVjM
INSTALL DETAILS 12-14 --wegwithlben.,ft
MAX 114"THICK&3400 PSI MIN..(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT ELEVATIONS........_...........16.16 h""C�&
No
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30ff FELT PAPER OR MASTIC IS PANEL/SILL TYPES 17Act
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. Ear dela pae FFCZp
CROSS SECTIONS............18,19
PARTS LIST.......................20 QL
TABLE 5,SEE DETAILS ON SHEETS 4&5: EXTRUSIONS...................�21.22
Glass Description(Listed from Exterior to Interior) STANDARDS USED:
Type .2014FL IDA BUILDING CODE(FBC),5TH EDITION
GI :ASTM E1130(11,09
ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION
GIA :ALUMINUM DESIGN MANUAL,ADM-2010
G2 I*I.G.:W-1917M7171TREnt-ASS-5/8,AIRSPACE+3116'TEMPERED GLASS AISI-SI00-07/$2-2010
GPA 1"LG.:114"TEMPERED GLASS+1!2•AIRSPACE+1/4'TEMPERED GLA . .........
SS LICE,';'
DESIGN—PRESSURE RATING IMPA2TTING
SEE TABLES t,2 8 3 ON NOT RATED FPO!;'17 58705
42,
ra ST
B ADDED SPACERS TO SHEET S.
J� 0"05/16
1072t7rC GENERAL NOTES AND MAP
N.vEwto
SERIES 670 ALUM.SGD-NON-IMPACT
JR 01!10714 A.LYNN MILLER P.E.
1.;Ts
CERT.CFAUDE 412aM 1 22 PGTO128 8
TIONS NOTES:
GU
EXAMPLE CONFIGURATIONS )ALLICONFIGURATIONSSHOWNAREALSOAVAILABLEAS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH NOM.PAN IDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
q Ac 13 CAN BE OXXXp.
' PER TABLES 1-3 13 PER BLES 1-3
-� ---i i 2)90°&135"CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
1 1 at
MAX.UNIT t3 1 Jc j i i o AX.UNITtc 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
HEIGHT 1 1 i x EIGHT t9 t I F¢y
h �
PER TABLES 1-3 j x PER ABLES 1-3j "X"=OPERABLE PANEL,
- I o w I o "O"=INOPERABLE PANEL,
wi'w "P"=POCKET
POCKET I y cKEr I N DETAIL LETTER
_s\�_
=WOOD OR METAL INSTALLATION
1-PANEL 3 2-PANEL "d'=CONCRETE INSTALLATION
CONFI NS CON 1 13 SHEET NUMBER
MAX.UNIT WIDTH
MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-T'
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
NOM.PAN WIDTH q 13 12 13 NOM.PANEL WI TH 12 i3 t 2 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
PERT LES 13 PER TABLE 1-3
rj I
KIP18 J Jc I 1 liaN 19 19 1w tc
1 to 1s 1s 1 1 !woe MAX.UNR tc 19 1s 1a 1 ia�o
MAX.U T tw 13 14 14 I °n y HEIGHT 19 19 ¢y /RODUCf REVILED
HEIGH 1 1s ¢$ PER 1 13 I �u re plyiswdgdw Flud&
PER TABLE 1-3 x x tr.i+Ms 6.d.
u w TABLES 1-3 I$ w geceou,e.n. I 062 03
I$a l a a E>.vk0dr
1 POCKET j y I POCKET
3-PA CONFIGU ONS 4- EL CONFIGURATI S 1 13 1z 13 1 1c
1 12 13
MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH wAc NOM.PANEL WIDTH rA-1 A
PER TABLES 1-3 1 1a PER TABLES 1-3 c
1 13
Jw Jc I 1 1
9 191 13 1 Ii a
h TM / t9 W
SEE
1 19 HEIGHT NOTE
MAX.UNIT 1 1s P 2•THIS
HEIGHT 1 s 19
PER TABLES 1-3 / / / / i x k TABLES 1-3 ��j SHEET.
% "PC-YCKE-T EXTE OR o 113LL IJJ-- 1 135-PANEL CONFIGURATIONS CORNER,TYP. w 1
(OUTSIDE CORNER SHOWN, -
INSIDE CORNER SIMILAR) CY
a".aeey. oma.• a, w. omymm 1\, S ^,Or:G��,'
w. 1070 TECHNOLOOYDRIVE EXAMPLE CONFIGURATIONS
N.VENICE,FL 34275 te► i�}%• ^,1 ih:.
(9et}4e0-tsoD SERIES 670 ALUM.SGD-NON-IMPACT
�.
NN
—N
� an.c d 22 PGT012B B A.LYP.E R 58705 P.E.
JR 01/20(14 CERT.OFAUM.#2RM SOD�70 NT$ 2
1
EXAMPLE CONFIGURATIONS
CONFIGURATIONS NOTES:
MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
355-7116"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
300-1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION.
NOM.PANEL WIDTH 1 1 t 13 t EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
-J r---i CAN BE OXXXp.
Jw Jc I
1 13 19 - 19 19 19 19 14 1 I
I 2)90°8135°CORNER CONFIGURATIONS CAN BE A COMBINATION
MAX.UNIT 13 19 is t9 j o rc o OF ANY 2 STRAIGHT CONFIGURATIONS.
HEIGHT, i 19 1s 1s 1s i °¢
I w w 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
96"OR 120" / / / / Iqw�_
"X"=OPERABLE PANEL,
POCKET i h '0"=INOPERABLE PANEL,
_t,r___1 P"=POCKET
6-PANEL CONFIGURATIONS taaa�
1 F—DETAIL LETTER
MAX.UNIT WIDTH WOOD OR METAL INSTALLATION
® 'c"=CONCRETE INSTALLATION
NOM.PANEL WIDTHSHEET NUMBER
PER TABLES 1-3
1 13 12 1 1 13
—lir----
Jc i DLO WIDTH=NOM.PANEL WIDTH-7"
13 9 19 s 1 1 1a DLO HEIGHT=DOOR UNIT HEIGHT-10.125"-
CL2A CLL CLL
13 19 to 1e 1s 1e 9 1a is i &o PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
MAX.UNIT I a h
PERTAIGHTB ES 1-3 13 is 19 1s 1 / i � PROoucrREvISEO
/ / r coypMex with the floriM
I
POCKET w AmpUt N-1 2 G3
J y ac Es�MV�p+ie�'C
7-PANEL CONFIGURATIONS
w Fc ygr>MerOe+�lr nc�
1 13 1 13 1
MAX.UNIT WIDTH
NOM.PANEL WIDTH ° Cc
3 1 13
PER TABLES 1-3
c 1
1 13 \J 1 4.1
1 13 19 9 19 19 9 19 19 1c to o
MAX.UNIT
HEIGHT 1 13
PER TABLES 1-3 / / / / / / I�
iiil7t
/ w
POCKET
8-PANEL CONFIGURATIONS
Nr.5L!'US
13 1 13 1 13
am+aey: oats newrmc n."ymc STA 1 .
o.� 1070TECNNOLOOYDRIM EXAMPLE CONFIGURATIONS
N.VENICE FL 91275 mr ,'���j',�'•.:.:::..
°B� �� /011}1ea lsoo
SERIES 670 ALUM.SGD-NON-IMPACT I", P:?
,
r :
omxn aam eroam Qew m.r+ma+: ams A.LYNN MILLER,P.E.
JR 01/20/14 CERT.OFAUTH.rMW ® scO�79 NTS 3' '22 PGTO128 B P.E.#53705
GLAZING DETAILS (G1 &G1A)
3116"T GLASS
WA 74
EXTERIOR 82
a
314"NOM.
GLASS
BITE
78
EXTERIOR
54
3/16"TEMPERED GLASS,TYPE G1
/RODUC(fiF.V ISEO
Mun/llieg wi�R the 6!"*h!�
wr�ogca. o6Z a
ACttplaMT�"�F� `• 3
Ea�irML.Onte��
a'Ndr rod.H Caratd
4'T GLASS
74
EXTERIOR 82
a
3/4"NO
7a GLASS
BITE
i
54
1/4 TEMPERED GLASS TYPE G1
GLAZING NOTES: _ L
'T"=TEMPERED
rs�ar tma rbKxms r."yn �` O
�•, are: _ 1070TECHNOI YDRW GLAZING DETAILS -,•�; ,•,RQc�o�•.••,;;•;
�� � P.W.W. VENJCF
H.1"80.1 FL 3rs7s SERIES 670 ALUM.SGD-NON-IMPACT 'f�}'"t;i •� `
Isea}�so ts�
o,m W Df. a B oaex a ami" sane om.eono. �- A.LVNN�58705 P.E.
JR 02120114 CERT.OFAUTH.#2RM ® .1.170 11175. 4 m 22 PGT0128 B P.E.t!58705
GLAZING DETAILS(G2&G2A)
SILICONE HOT-MELT BUTYL
STRUCTURAL j
1"NOM, SILICONE
STRUCTURAL 1!4•NOM. FOAM 3116'NOM. -
POLYISOBUTYLEN- WITH
3116"T GLASS WITH DESICCANT ,DESICCANT -
- 6
518"AIR SPACE EXT.GLA ss EXT.GLASS
3116"T GLASS J
UGLASS
EXTERIOR INT.SSS INT:GLASS
a
12x•12u< KODISPACE 175 SUPER
4SG TPS SPACER®NXTn' - a
ALUMINUM [
REINFORCEMENT POLYISO- DESICCANT FILL AREA
1"I.G.GLASS,TYPE G2 13UTYLENEi
SI16`NOM7 SEAL, —5f16'NOM.
BUM8 rSILICONE SEAL
DESICCANT /�' ROLL-FORMED FRODUCf REYlVD
FOAM STAINLESS STEEL Nmopp�YltwhkcbeFkA4L
EXT.GLASS Aelb/6-DG2y.o3 i
1"NOM. EXT.GLASS E�pl�auc+DAt
114"T GLASS cpA DroQasECaaltat
INT.GLASS INT.GLASS
112"AIR SPACE
114'T GLASS DURASEALIDXL EDGE"'
7a 12o SPACER ,27 SPACER -
EXTERIOR
a 83 3.
1
124.127 314'NOM. Part# Description Material
GLASS 124 Kommeding 4SG TPS Spacer System
BITE See this
125 Quanex Super Spacer nXr with Hot Melt Butyl Sheet for
126 Quanex Duraseal Materials
79 127 Cardinal XL Edge Spacer
55
REFERENCE TEST REPORTS:FTL-8717.896888970
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ti�I"�����.•,GE1,131F R
V I.G.GLASS,TYPE 132A
4, yo•58195: -
GLAZING NOTES: _ I
"T"=TEMPERED -
JR 05/05M6 B ADDED SPACERS. '• s
s 1o7o7ECHNoLOGYORIVE GLAZING DETAILS C., •., FLoat° ��G
N VENICE FL 34275 lee /`
(941N3o-1600 SERIES 670 ALUM.SGD-NON-IMPACT
_ A�LYNNMIf:•L'E�R,P.E. i
n JR 0220/14 a� CERT•OFAU7N.dSD29B SGr1670 NTS 6 -22 PGT0128 B P.E.#58705
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TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Sill Height to Max.(+)DP
For comer astragal anchorage on g0°or 135°comer units,see sheet 11 (Water Infiltration Rating)
Table applies to all Glass types and Door unit Haight Sill Riser Height OH LENGTH
the St6elAstragel types shown below. -713'OLO 73-718'DL0 74718"DLO 85-718'DLO Flat or Box,see Pressure,psf =
Positive(+)DP maybe limited by Anchor Group AnchorGroup Anchor Group Anchor GroupSheet l7) t7
Table tA. OH LENGTH
1 2 3 4 1 2 3 a 1 2 3 4 1 2 3 4 Flush-1-112° see note 3 OH RATIO= OH HEIGHT x OOI OH RATIO 2 1
fknPressure +90.0/-127.1 +90.0/-120 +90.0/-110.8 +90.0/-102.9 Low-2-112° +46.67 =O 0
24' 1T' Head/Sill C4+1 G4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 Medium-3.114° +60.0
DLO .lamb 8 8 8 8 B B a 8 8 8 a 8 9 8 8 8 High-4' +90.0
P_hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 17+8 7+8 7+8 7+8 7+8 7+6 7+g 7+8
Design Pressure +90.0/-106.3 +90.0/-100.2 +90.0/-92.2 +95.3/85.3 SEE NOTES 1-3 SEE NOTE 3
30- 23" Headisal CA+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+t CA+1 C4+1 C4+1 C4+1 G4+1 C4+1 G4*1 C4+1 CA+1
DLO Jamb 8 8 8 8 B 8 8 B 8 H 8 8 8 8 8 8
1.
P-hook fi*7 8+7 B+7 8+7 7*8 7+8 7+8 7*B 7+8 7% 7+8 1% 7+8 7+8 7+8 7+H NOTES:
Deson Pressure +90.0/-929 +87.3/87.3 +80.0/80 +73.9/-73.8
29' Head/Sill c1+1 c4+t c4+2 C4+2 C4+1 C1+1 c4+1 cA+1 C4+1 Gt+t I C4+1 I C4-1 c4+1 C4+1 C4+1 G4+1 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4"SILL.
DLO Jamb a 1 8 1 8 B 8 1 8 1 8 1 a 8 8 1 8 8 a 8 8 8
ed Palook 6+7 6+7 6+7 6+7 7+e 7+8 7+8 7+8 7+8 1+8 7*s 7+8 7+e 7+8 7+8 7+82)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING
F
Pressure +83.71.83.7 +78.4/-78.4 +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 35" diSill Gt+2 C4+2 G4+2 C4+2 C4+2 OA+2 C4+2 Ca+2 C4+1 C4+1 G4+2 CA+2 C4+1 G1+t C4+2 C4+2 POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE
o- 42' DLOrnb 8 a 8 8 B 8 8 a 8 8 8 8 8 B 8 B
c laok 6+7 6+7 a+7 6+7 7+8 7+87+8 7+a 7+87+8 7+8 7+8 7+8 7+8 7+9 7+8 1A.
E Pressure +77.11-77.1 +720/-72 +65.5/-65.5 +60.0180
48. 41" d/Sa1 G4+2 c4+2 G4+2 C4+2 Da+2 G4+z c4+2 G4+2 C4+2 04+2 G4+2 C4+2 c4+2 C4+2 c4+2 CA+2 3)4",3-114"AND 2-1/2'SILL HEIGHTS ARE TESTED FORWATER INFILTRATION WHEREAS
DLOmb a a a H e8a a B a a B a e 8 a THE 1-1/2'SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
ook a+7 6+7 a+7 6+7 7+e 7+a 7+a 7+e 7+a 7+e 7+a 7+a 7*8 l+a 7+e 7+a REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN
Pressure +72.51-72.5 +67.41-67.4 +61.01-61 +54.7154.7 THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
54„ 47' Head/Sill G+2 CA+2 C4+2 G4+2 G4+2 C4+2 C4+2 C4+2 G4+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 CA+2 BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER
txG Jamb 8 a B a 8. e B 8 8 e a 8 B B 8 8 INFILTRATION.
-P-hook 6+7 8+7 B+7 8+7 7+6 7*8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 T+B 7+8 7+8
Des npressure +69.1189.1 +64.01-64 +57.6157.6 +50.6150.6
�„ 53' Head/Sill C4+2 G4+2 CA+3 CA+3 C4+2 Gi+212L-312L3 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT
DLO ,lamb e a 8 8 3 8 8 8 s e a a a e B 8 INFORMATION.
P-hook 6+7 6+7 6+7 6+7 7+87+8 7+8 7+8 7+8 7+8 7+87+8 7+8 7+8 7+8 (+a
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
REQUIRED.
DLO WIDTH=NOM.PANEL WIDTH-7"
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO
DLO HEIGHT=DOOR UNIT HEIGHT-10.125" BE INSTALLED.
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866' PRODUcrnEVISED
,v complying-ilk It.mad.
bwdiws Coda
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. ^E�caap4""No !-OL2 .03
ri.aeea are
Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135"Astragal Lockstile @
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 nd�etCoaud
Standard Astragal OutsideCorner
4r '-•� Inside
Outside Corner
Corner
Inside
Inside Cor Corner Outside
Corner
Part#61(50 e) Part#61(Stile)
?� • '' ��
Part#60(Stile) Part#119(Out-) _ .•'.•�G�15�_ `�?
Part#60(x2) Part#60 Part#60 part#67(Astragal) part#60 Part#118(Corner part#120(In.) Parts#31  Part#61
Receiver) (Corn.&Fxd Mount) 53705
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1olO TECHNCLooyDRIVE DPANDANCHORAGE '^`�,�'.,�<c�w"..•:';� •:..
N.VEN/06 FL 34275 t� ...
w.aay. or: rr..rm>rSERIES 670 ALUM.SGD-NON-IMPACT •' �•`
Mr arra LYNN MILLER,P.E.
JR 02/20/14 CERT.OFAUni#29289 ® 80D870 NTS 1 6 122 PGTO128 13 P.E.#58705
TABLE 2: _
Design Pressure Iola)and Anchor Quantities Required,(tar all approved configurationTABLE 2A:
me
s on Sheets 2&3) ABSilE 2 ht to Max.//+ DP
For Car astragal anohmsge on 90"or 535'comer units,sea sheet 11 1
Table applies to as Class types ars! tt Hai N (Water Infiltration Rating)
the Stlle/Astragal types shah ao• �rA
�' es- tar toe• 114• tza' Sill Riser Height
below.PoaSbe(+)OP may be 09.7/6'DLO O 7 7/8'DLO 61-!8'DLO 97.7/8"DLO 1 718'DLO 1 -718' O (+)Design
(Flat or Box,sea
limited by Table 2A. Anchor GtouP roup amp Anchar GmuP Arc oSheet l7 Pressure,psf
3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 i 2 3 4 1 2 3 4 )
Pressure +@0,01-f40.0 +90,01-133.0 +4 0 -f 20 +90.0 - 4.0 +90.01-106.0 +g0,0l-99.0 .9tl.0/A3.0 +8101."D 'FIDSh_1-1(2° 588 note
24' Ir Hu"ill C4+1 C4+1 C4+1 C4+1 C4+1 Coy C4.1 04.1 C4+t C4+5 C4+t C4.1 04+1 04+1 C4+1 C4+t C4+1 Coy Coy C9+t Cq+1 Coy C4+S C4+t C4+1 C4+t C4+1 C4+S C4N C4+5 C4+t C4+1 +48.67
DLO Jamb 8 It e 8 8 8 B B 6 8 a B B 8 a B 10 fD 10 10 10 SO SO 10 10 10 10 14 10 10 1D fe
P-hook 8+7 T+8 7+8 7+8 T+8 To T+8 7+8 7*8 7+8 7+8 7+8 7+8 T+8 7+8 T+e 8+0 8+9 8+9 8+9 8+9 8+9 8+8 8+9 9+70 @+10 9+10 9+10 9+f0 9+10 9+10 @+ Medium-3-114' +
Design Pressure +90.0/-141.8 +90,0/-133.6 +90.01-1229 +90,01-113.8 +90.0/-105.9 +90,0/-99.1 +90.0/-93.1 +8L8/�Le High-4" +gp•p
�. 231 HeadtSi9 Cs+t C5+1 G5+2 es+z Cs.i C6y C5+2C5+2 Cs+l Cs+t C5+1 CB+t CS+t c5+1 CS+t Cs+1 C5+1 05+1 CSy CS+1 C5+1 Cs+1 CS+t Cr»i cs+1 Cs+t C5+1 CS+S Cs+IC5+1 Cs+i C9+ E NOTES 1-3
01.0 Jamb a a 1 10 a I a Ie 10 a B 6 10 8 6 8 10 8 10 10 10 io 10 YO 10 10 10 14 10 10 10 10 10 10
P4wok 7.8 8.4 5+9 8+8 7+0 8+9 @+9 B♦e 7+e 8.B 8+8 B+9 7+8 8+8 8.9 8+910.9 8+9 8+98+9 8.9 8+9 B+9 6+9 9+1019+1019.1 9y0 9.10 @+10 9+10 9+70
DOstgn Preasum +90.01.121.9 +90.01-ff&4 +90,0t-108.7 +90.07-98.5 +90.01-Bit +83,31.85.3 +80.01.80,0 +7&3/-75.3
38' `"J• HeedlSiY C5+2 CS+2 C5+2 C8+2 CS+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 CS+2 CS+1 C5+1 C5+2 C5+2 C5+1 C5+1 C5+2 C5+2 05+1 Cs+1 Cs+1 C8+1 es. C5+1 C6+1 C8+1 CS+1 C5+1 C6.1 C6y
OLO Jamb 8 8 tD 8 B 8 10 a 8 8 10 B 8 8 t0 8 16 50 10 t0 10 /0 14 10 SD 10 70 W 10 10 10 10
P4mk 7+8 8+9 6+8 8+g 7+8 8.9 a+9 8+9 7+9 B+9 8+9 8+9 7+B 8+9 B+9 8.9 B+9 8+9 6+9 8+9 B+9 8+9 8+9 6+9 8+10 9.10 8.10 9+10 9+10 4+10 ... ....
Design Pressure +90,01411.6 +90.01-104.5 .90.01-934 +87.8!.97.8 +8103!-81.3 +T37/-75.7 7701 a!-T0.8 +6&5/-66.5
4r 35' HeadlSill C5+2 C5+2 CS+2 C5+2 Cs+2 C5+2 C5+2 C5+2 C5+2 0542 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 05+2 C5+2 C55+2 CS+2 CS+2 C5+2 C5+2 CS+1 C5+1 C5+2 C5+2 Cs+1 CS-1 C5+2 C5.2
DL 8 8 10 B 8 8 50 8 8 e iD a 10 10 ut 10 10 10 14 f0 10 f0 id SD fo 10 10 10
P-hook T+B 8+9 B+9 8+0 T+8 8+9 8+H 6+9 T+g 8+9 9+9 7+8 5+9 8+9 8+ 6+9 a 8+4 8+9 8+9 8+8 8+8 9N0 9+10 9y0 gy0 9y0 9+10 9+1D 9+10
Design Pres +90.0/-102.9 +900/-96.0 +87.3/-87.3 .60.0/-60.0 +73.8/•73.8 +6x.6/-06.6 +84.0/�4.0 +60.0/-60.0
�, 45" SeeNSIG C5+2 CS+2 C5+3 C5.3 CS+2 CS+2 C5+2 CS+2 C5+2 C5+2 CS+2 C8+2 CS-2 C5+2 C5+2 C5+2 C6+ CS*2 C5+2 CS+2 C5+2 C5.2 C5+2 Cs:2 C5+2 C5+2 CS+2 CS+2 C5+2 CS+2 C5+2 GSr2 DLO WIDTH=
DLO Jamh B 6 14 a 8 a 10 8 B 6 10 6 a a I. a 1 10 10 10 fo 10 SO 10 50 10 10 10 SO io 10 10
P 7+8 8+9 6:4 8+9 7+e 8+8 B*8 8+9 7+8 8+9 8+8 +9 7+8 8+9 x+9 8+9 a+e 8+9 8+9 8+4 8+9 8+9 8+8 9+10 8+50 9+50 9+50 9-1019+1019+1019+10 NOM.PANEL WIDTH-7"
Dos iessure +83.0/-83,0 +T7,2l-77.2 +69,81-69.8 +63.81-63.8
4r Headrsin U+2 C4+2 C5.3 C5+3 C4+2 C4+2 C5+2 CS+2 G4+2 C4+2 C5+2 Cs+2 C4+2 cs+2 DLO HEIGHT=
DLO Jamb 8 8 8 6 e B a a 8 8 8 B 8 8 8 8
P4wok aw 7+e T+e T+e r+e r.a T+e T+e 7+e T+e IT+e I 7+6 7+B 7+B 1 7+e 1 7+8 DOOR UNIT HEIGHT-10.125'
Design Pressure +79.2/-79.2 +73.3/-73.3 +68.Dlfi6.0 +80.O"7+87++B2 Not available in these sizes
S3' Headisia C4+3 C4+3 CG+2 CA+2 C5+3 CS+3 Cq+2 C4+2Dlo Jamb aa e B 9 B a e a aPANEL HEIGHT
8+7 7+8 7+6 7+8 7+8 7.B 7+8 7+8 7+8 7+8 7+6 7.6 7+B 7a8 DOOR UNIT HEIGHT-1.866"
0= EXAMPLE ON SHEET 9 -obuC r RFvtsee
ss o.01,11 ox with the tMod&
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. hew'iag Godo
interlockP-hook Lockstile @Iamb Straight Astragal Lockstile @ 90"Astragal Lockstile @ 135°Astragal Lockstile @ Acceptwcu No 14-00 e3
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 Outside C Inside x��Y •etC°'�'d
Outside Comer
Corner
41 e_.!.�.f•-tInside
Inside Comer Garner Outside
Corner
Part#61(Stile) Part#61(Stile) Part#119(Out.) Part#61(Stile)
Part#61(x2) Part#61 Part#61 Part#67(Astragal) Part#61 Part#118(Corner Part#120(ln.} Parts#31  Part 061
Receiver) (Com.&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 3-114`SILL,POSITIVE WATER DP IS 60.0 PSF MAX
WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRIES.UNCHANGED).SEE TABLE 2A. OH LENGTH
3)4",3-114"AND 2-1/2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED
Cc,
WHERE WATER RESISTANCE ISNOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS 0P'• '`V
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THiS CONDITION iS NOT RATED
WATER INFILTRATION. FOR = 81 pH RATiO Z 1 ••. 4,:=;g{
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. O t1° =705
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH LENGTH
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH RATIO=OH HEIGHT
SEE NOTE 3
�..,0 1gm rErxyyHOLoorDnY11 DP AND ANCHORAGE_ to
•. .a
orwna/:este arms
SERIES 670 ALUM.SGD-..
NON-IM-PACT
or.
A.LYNN MILLER,P.E.JR CERT.OFAU H#28 ® Gm NLSJ.. 7 011
PGTOIZB B P.E.p 58705
TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Sill Height to Max.(+)DP
For comer astragal anchorage on 90"or 135°comer units,see sheet 11 (Water Infiltration Rating)
Door Unit Height Sill Riser Height OH LENGTH �-
Table applies to all Glass types and BO" 84" 90' 96' (+)Design
the Stile/Astragal types shown (Flat or Bax,see 3-
69-718"DLO 73-7/8'DLO 79-7/9"DLO B5-718'DLO Pressure,psf =
below.Positi�s(+)DP may be Street 17) O,
Anchor Type Anchor Type Anchor Type Anchor Type
limited by Table 3A. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Flush--1/2' see note 3 = O OH RATIO 2 1
Desrgn Pressure + + . + + - Low-2-1l2° +46.67 M 0
24" 17' Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 1 C4+1 I C4+1 C4+1 04+1 C4+1 C41+1 C4+1 C4+11 C4+1 CA+1 C4+1 Medium-3-1/4" +60.0 O
DLO Jamb 8-F-8-T 8 8 8 1 B 1 B 8 8 1 8 6 88 8 8 7+8 8 High-4' +90.0
P-hook 6+7 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B SEE NOTES 1-3
Design Pressure +90.0/-159.5 +90.0/-150.3 +90.0/-138.2 +90.0/-128
23" Head/S ll C5+2 CS+2 C6+2 C6+2 CS+2 C5+2 C6+2 C6+2 C5+1 CS+1 C6+2 CB+2 C5+1 C5+1 C6+2 C6+2 OH LENGTH
DLO Jamb B 1 8 1 10 1 8 B 1 B 1 10 1 8 1 8 1 10 1 8 B10 B OH RATIO=OH HEIGHT
P-hook 8+9 9+10 9+10 9+10 8+9 9+10 19+1019+10 8+9 9+10 9+10 4+10 8+9 9+10 9+10 aA0 NOTES:
Design Pressure +90.0/-139.4 +90.0/-130.9 +90.0/420 +90.0/410.8
1' Head/Sill C5+2 C5+2 CB+2 C8+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 CS+2 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL.
36' DLO Jamb 8 B 10 B 8 8 10 8 B 6 10 e B a 10 8
P-hook 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 B+g a+t0 9+10 9+10 B+9 9+70 9+10 9+10 2)WHEN USING THE 2-1/2°SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN
Design Pressure +90.0/-125.5 +90.0/-117.6 +90.0/-107.3 +90.0/-98.7 USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"
35" Head/Sill C5+2 C5+2 C6+2 C6+2 C5+2 C6+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).
a. 42" DLO Jamb 8 1 B 1 10 1 B 8 I B 10 I aa 10- 8 8 1 B 1 10 8 SEE TABLE 3A.
2 P-hook 8+919+1019+1019+10 8+9 9+10 9+10 9+10 8+9 9+10 9+1019+10 8+9 9+1010+10 9+10
o Design Pressure +90.01-115.7 +90.0/-108 +90.0/-9&2 +90.0/-90 3)4-,3-1/4-AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
Z 41" Head/Sill C5+3 C5+3 C6+3 C6+3 9S+2 C5+2 1 26+3 I C8+3 C5+2 C5+2 CB+2 C6+2 C5+2 C5+2 C6+2 C6+2 WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER
48' DLO Jamb 8 8 10 B 8 B f0 8 8 a 10 8 118 10 89+10
RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN
P-hook 6+9 9+10 9x10 9+10 8+919+1019+1019+10 8+919+1019+1019+10 8+9 9+10 9+10 TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG
Design Pressure +63/-83 +77.21-77.2 +69.8/-69.8 +62.6/-626 COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE ADJACENT
54" 47' Head/Sill C4+2 I C4+2 I CS+3 I C5+3 C4+2 C4+2 C5+2 C5+2 C4+2C4+2 C5+2 C5+2 24+2 C4+2 C4+2 C4+2 DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DLO Jamb B 8 8 e 8 8 8 8 B 8 8 B 8 8 8 t1
Pfiock 6+7 7+8 7+8 7+8 7+8 7+B 7+8 7+B 7+8 7+13 7+8 7+6 7+8 1 7+8 1 7+8 1 7+8
Design Pressure +79.2/-79.2 +73.3/-73.3 +66/-66 +58/58 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND
53" Hasd/Sill C4+3 C4+3 C5+3 C5+3 C4+3 C4+3 C5+3 C5+3 C4+2 C4+2 C5+3 C5+3 C4+2 C4+2 C4+2 C4+2 EMBEDMENT INFORMATION.
DLO Jamb 8 1 8 1 8 1 8 1 B 1 B 1 B 1 B 1 8 1 8 1 8 B 1 8 88 8
P-hook 6+7 7+8 7+8 7+8 7+e 7+8 7+8 1+8 7+8 7+8 7+8 7+8 7+8 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.
DLO HEIGHT=DOOR UNIT HEIGHT-10.125" OUCf REVISED
h a■ c+. �11r rr�F7oriWi
w.diag Cale
MfWPANEL HEIGHT=DOOR UNIT HEIGHT-1.866" E-0.0
if -
03
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21'&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. 6 (S�`�I•Lan
Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ MI[aKil�rir,l�r<r C.
Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Heavy-duty Astragal Comer Outside Comm ,, Outside Inside
-1 er JI
Corner Corner ,: .
Corner 4q Insije _:TV Outside <"`
Insideeo7er'I I Corner -'�••'v_1:;rrl;c'•�<<;.�:
Part#61(Stile) Part#61(Stile) -.';
Part#61(Stile) Part#119(Out.)
Part#61(x2) Part#61 Par[#61 Part#61 Part#118(Corner Parts#31  Part#61 _ idc,58%0?
Part 468(Astragal) Part#120(In.)
Receiver) (Corn.&Fxd Mount)
awaan
10707ECNNOLOGy RrvE DP AND ANCHORAGE - •.• �, i�.
ar r:.wwr: N.VENICE,FL 31276 ne I /�-��,�r_1 'C.4.• `
w..are: �: , ro11�1� SERIES 670 ALUM.SGD-NON-IMPACT
u.,may p,� Osd,ae �' tk A.LYNN MILLER P.E.
JR OP20/14 CERT.OFAUr1L f29aie SOD-670 NT.S B d Z2 PG B P.E.#58705
NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER
SEE JAMB (7)P HOOK ANCHORS, SEE"CS"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10
SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE°C5'CLUSTER DETAILS, FOR ASTRAGAL
EXTERIOR PLANE)SEE TABLE 2,SHEET 7 REQUIRES"C6" SHEET 10 FOR INTERLOCK 24"MAX.O.C.
NOTE, INTERLOCK CLUSTER,SEE
POCKETS
THIS \\ AND \ 60"NOM. DETAILS,SHEET 11 x x
SHEET l SEE POCKET (8)P-HOOK -------- _ x I PANEL WIDTH x x x x x x 6"MAX.
II JAMB MOUNTING i x / X xx x f x x xx x x
INSTALLATION, ADAPTER 6"Mme' x x x x xxx x x x x x
THIS SHEET ANCHORS MIDWAY1 3^MAX
o i�&SHEET 14 BETWEEN P-HOOK IoI 4 PAIRS OF
S
ANCHORS&AT 3" I® x=FRAME x x ANCHORS
FROM TOP& x ® ANCHORS
—� I 96" (TOTAL 6
BOTTOM o 14" I i_ 1 o UNIT Z1"Mme' ANCHORS)
�i MAX.O.C.' 1 HEIGHT O.C. PER JAMB
4.051" 8"MAX.TO OPENING ° ®I 14"MAX.O.C. 0 o=P-HOOK x SEE JAMB
EDGE OF POCKET SEE w o I O ANCHORS x
INSTALLATION i�Q ®I ;u DETAIL
DETAILS'Jc'&'Kc', mk ��I m 0=P-HOOK BELOW)
END PANEL SHEET 14&PART ®� I o I MOUNTING x
ANCHORAGE DETAILS'J'&'K', i v 1 I 13'MAX. ADAPTER x
24"MAX. (2 ANCHORS) SHEET 19 FOR °a 6 M1AX lo�-� ANCHORS %
O.C. "+2" P-HOOK L---__ x x x - _ x x x xx xxx x• ENDPANEL
ANCHORS END PANEL x' xr x x x x x x x x x .� 6'MAX. ANCHORAGE(SEE
!
ANCHORAGE ANCHORAGE �� x x xx x x' �•+2' "+2" SKETCH BELOW)
(SEE SKETCH BELOW) �.+2" "+Z" •+2" ANCHORAGE
CENTERLINE 8•MAX••TyF
ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04"
24"MAX. EXAMPLE 5-PANEL 2 TRACK 90"OUTSIDE CORNER-pXX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN:
i
O.C. 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE:
NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED
I 1)APPROVED ANCHORS:SEE TABLE A.SHEET 1 AS NEEDED TO ALIGN THE
2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8:
EXTERIOR HEAD OR SILL IF A SPLICE
60" CENTERLINE OF HEAD 8 SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" —E OCCURS AT THE P-HOOK.
NOM. • INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX.
PANEL SEE'C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C.
WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM.
FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY "��s 5.64• v co'a plying wi1Y[he Nod&
" IwKFiog Cade
L 7_16y "+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHORAccephace No - Z
CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT j Es Ode
3.5" REQUIRED AS PER THE FIGURE AT RIGHT: °E�p°` 6"MAX.
CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM.21"MAX.ANCHOR PAIR O.C.(JAMBS),14'MAX.ANCHORqW I
OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE
2-TRACK
FRAME JAMB
P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR
REQUIRES "+2"ANCHORAGE SEE"C5"CLUSTER END PANEL
"C6"CLUSTER,SEE CENTERLINE CENTERLINE
DETAILS,SHEET 10 ANCHORAGE
• 1 DETAILS,SHEET 11 I�-OF FOR ASTRAGAL I~OF (2 AN g^
I INTERLOCK i ASTRAGAL MAX (.
14
4.051" ��� 3.5' I
•�'
a _ _
CENTERLINE CENTERLINE I CENTERLINE
ENT ER L b
OR OF PANEL 4 -1`+;'`J
EXTERIf`OF PANEL 3 "+2"ANCHORAGE � "+2"ANCHORAGE
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
R°vN orOff: Ibrhtnc •'`r.',;-
per. ��I,�E�:=. .•_ . I
r 1070rECNNaoorpR vE ANCHORAGE SPACING&EXAMPLE PLANS .�f ;..':a>r.
N.VEMCE FE 31275 .:,•.L.*,< ..
ftr. SERIES 670 ALUM.SGD-NON-IMPACT wA.L ;:.P.E.or. V.s CERT.oFAurN.xzszes Soas7o NTS B REX 58705
JRp2R0/f4 9 m22 PGTO128
i
ASTRAGAL OR SPLICE LOCATION AS GAL OR I (FOR SP E ASTRAGAL OR SPLICE ION 6'DIAG. 2.04"
INTERLOCK�IF NEEDED INTERLOCK—, CONDITION,USE INTERLOCK DED 2.04"
CENTERLINE •I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE
1.75' EXTERIOR 6"DIAG.
]„ 7„ 3.5"
1.75" 21"
4"DIAG. 4"DIAG. MAX.
O.C. EXTERIOR2.04" 2.04" 2.04'
21"
1
5.64" MAX.
ERIOR 3.5" EXTERI 4'DIAG. 7" EXTERI R 7" 3.5" D.C.
]"
ERI 7" 6"M
2-TRACK FRAME HEA DIS v -TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 5.64"
ASTRAGAL OR I OCK TRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK 2-TRACK
USE CLUSTER (USE (USE WHERE 6 CLUSTER FRAME JAMB
ANCHORS ARE REQUIRED.-C4") AN RS ARE R ED,"C5') AN ORS ARE REQUIRED,"C6') 6"MAX. j
ANCHOR PAIR
I4-TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE AST L ORSPLICE LOCA N 6"DIAG. FRAME JAMB
INTERLOCK SIF NEEDED INTERLOCK{ CONDITION,US I ERLOCK-_IF NEEDED 2.04
" EXT ANCHOR PAIR
CENTER I CENTERLINE II C6'CLUSTER D AIL NTERLINE 3 5"
3.5" 3.5" 7„
ANCHORS MAY BE INSTALLED
21" EITHER IN THE E)cT.OR INT.
0 1 2.04" 14"DIAG. MAX. TRACK(INT.SHOWN)
4.08 O.C. I
I 2.04"
5.64" NOTES:
EXTERIOR ]. EXTER OR 7" y G• EXTERIOR 1.ALL DIME
5' NSIONS SHOWN
J 1 nn3.5ARE BASED ON MIN.
v 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEADISILL V 3-TRACK E HEAD/SI 6"MAX ALLOWED.
(a�ASTRAGAL OR INTERLOCK (a-)ASTRAGAL OR INTERLOCK (a)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 LOCATIONS/ANCHORAGE AT
CHOIRS ARE REQUIRED,"C4' ANCHORS ARE REQUIRED,"C5") ANCHOR UIR�ED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9.
(FOR SPLICE\ FOR SPLICED
ASTRAGAL OR SPLICE LOCATION ASTRAGAL AS GAL OR CONDITIONS ONLY: REVISED
NEEDED IN (FOR SP CONDITION,DO NOT �n maplyin�with❑.e F1oriS�
i T
INTERLOCK� OCK INTERLOCK
I TERLINE I CONDITION,US CENTERLINE USE THIS DETAIL) SPLICE LOCATION ate'":.c�a o z o
CENTERLI "C6"CLUSTER DETA IF NEEDED E� a��3
3.5" 3.5" 7" 3.5" — �
3.5'
D1�dM etC0M1d
2.04" 4"DIAG. 2.04" 4'DIAG.1 2.04"
2.04 5.37"DIAG. 4"DIAG.
4.08"
4"DIAG. I 2.04'
RIOR EXTE I R ]• RIOR
4-TRACK FRAME HEAD/SI 4-TRACK FRAME HEAD/SILL `� 4-TRACK F EAD/SILL
GAL OR OCK RAGAL OR INTERLOCK (a)AS GAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE HE 5 CLUSTE (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6")
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE RE "C5") WITH&WITHOUT SPLICE CONDITION
1070 TECHNOLOOYORIVE ANCHORAGE,EXAMPLE CLUSTERS '•''•"`�-,ilnF•.',;''
N VENICF-FL 34775
�•• M41}48 1&V SERIES 670 ALUM.SGD-NON-IMPACT
s °11hax" R1'' A.LYNN MILLER P.E.
°jR p/fq a"�e° °e� cENr.oFaurH,rserse ® soav�o NTS 10 22 PGT0128 B P.E.#58705
2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04° NOTES:
INTERIOR INTERIOR 1.ALL DIMENSIONS SHOWN
7" ARE BASED ON MINIMUM
?4"DIAG. ?4"DIAG. 8'94•6.12" 6.12 3.5" OL-ER
.5' ALLOWED.
INTERIOR 7IN7ERI0 2.DETAILS DEPICT ANCHOR
INTERIOR ! QUANTITY AND SPACING,
90° 3. " 90° 3. " 1 ° EXTERIOR ° AND WOULD BE IDENTICAL
EXTERIOR EXTERIOR4"DIAG. 4DIA-. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
4" 3.5 4" EXTERIOR "+I ANCHOR
2.04EXTERIOR 2.04" 7' 2.04° EXTERIOR 2.D4
EXTERIOR 8.94"
90°CORNER 90°CORNER 135°CORNER 135°CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL II-- CENTERLINE
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER f OF PANEL
ANCHORS ARE REQUIRED,"�qjn ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,'C4" ANCHORS ARE REQUIRED,"C6")
4.08"
"+2•ANCHOR
INTERIOR
EXTERIOR
"+1"ANCHOR 2.04"
4' " 4"DIAG.
INTERIOR 3.5 INTE
3.5" 1
90 7^ CENTERLINE
EXTERIOR
OF PANEL
4.08" 4.08" "+3"ANCHOR
5.37"DAG. 7*53
CENTERLINE 2.04"'-.
3.5" 4'
4 OFPANEL 4"DIAG.
EXTERIOR 7" EXTERIORERIOR A N "+2"ANCHOR t 3.5'90°CORNER 135°CORNER TERIOR VIEWS r
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 1�� L�CENTERLINE
("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED I OF PANEL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
INTERIOR 6-12" INTERIOR 2.04" PROD
2.04' a�—plyicg with*c0FIOAk
6.12" 3.5' hwding Pude
4" EXTERIOR 5.88" CENTERLINE Ei�ri-DD�tC
INTERIOR OF PANEL
INTERIOR 90° 4. 3.5° 135' "+3"ANCHOR
DIAG.
7" 2.04" bear IMr P .
6.12" 4"DIAG. 8.12" 3.5' 4.08'
7" EXTERIOR
2.04" 3.5" 4" 4"DIAG. 3.5" 3.5• I �— { !-f!"N
7 EXTERIOR 4" CENTERLINE
EXTERIOR �I''�.. .•
I `; ',•;^,c'!`
90°CORNER 135°CORNER 2.04• OF PANEL
4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL 8
("C8"ANCHOR CLUSTER REQUIRED ("C8'ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR)
By. am
r6
1070 TECHNOLOGYORIVEANCHORAGE,EXAMPLE CLUSTERS ;�`�-;.•'.;;%o�=?.••' ;
N.VENICE;FL 31275 m 'y/,.,.a,:•,1 `;"
R ow. /�t>eeafsao SERIES 670 ALUM.SGD-NON-IMPACT
_7 A.LYNN MILLER P.E.
JR X0/14 � CE�GFAl-+9 SG6B70 NT.cJ 11 d 22 PGTO128 B P.E.#58705
INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND
EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
2-1116"' 2-1/16"' 2-1/16"' NOTES:
EXTERIOR 1/q^ 114" 1/4" 1.ALL DIMENSIONS
a MAX. MAX MAX. SHOWN ARE BASED
SHIM EXTERIOR i SHIM EXTERIOR SHIM ON MIN.ALLOWED.
2.METAL OR WOOD
EMBEDMENT: T f SUBSTRATES MAY BE
SEE TABLE A, J USED FOR ALL FRAME
SHEET 1 TYPES PER TABLE A,
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP.,
2X WOOD SHEET 1.
TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES
NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD "DIAGONAL O.C.
Aw WOOD INSTALLATION Bw WOOD INSTALLATION Cw METAL INSTALLATION MIN 4"(HEAD&SILL)
OR 6"(JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11.
SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SCHOR NOTES SEE ANCHOR
8 TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A.SHEET 1 NOTE 3,SHEET 1 SEE E A,SHEET 1 NOTE 4,SHEET 1
SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE
1(1/4"MAX.) SHEET 1 1 SHEET 1
1
T (1/4"MAX.) >; (1/4"MAX.) 41M
EXTERIOR I EXTERIOR EXTERIOR�I EMBEDMENT:SEE
2-1/16"' 2-1117TABLE&
�2-1/16"' TABLE A,SHEET 1
EDGE DISTANCE:
EDGE DISTANCE: : SEE TABLE A.SHEET 1
SEE TABLE A,SHEET 1 S1
EMBEDMENT:SEE TABLE A,SHEET 1EMB : E A,SHEET 1
2--TRACK FRAME SILL 3-TRACK FRAME SILL Fw METTAL INSTCK ALLATION
E SILL
ow WOOD INSTALLATION Ew WOOD INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1
EMBEDMENT:SEE � rRooucrR�p
TABLE A,SHEET 1 ~I EDGE DISTANCE: --plybg.i1*ft kdit
SEE TABLE A, bi"a COO°
METAL TYP., A"` 'Of-,` -L3
EMBEDMENT:SEE I SHEETI EapicuD�1e
TABLE A,SHEET 1 �1 n EDGE DISTANCE: SEE ANCHOR
+1 NOTE 4,SHEET 1 6
2X WOOD ` EDGE DISTANCE: WOOD Il o I SEE TABLE A, L P��C
TYP.,SEE ANCHOR SEE TABLE A, TYP.,SEE ANCHOR V SHEET 1
NOTE 3,SHEET 1 SHEET 1 NOTE 3,SHEET 1 I 1 2-1/16'"
SMS ANCHOR TYP.,
2-1116" SEE ANCHOR NOTES
WOOD ANCHOR TYP., n
2-1/16"" &TABLE A,SHEET 1
WOOD ANCHOR TYP., MIN.OF 3
SEE ANCHOR NOTES SEE ANCHOR NOTES THREADS
E TABLE A.SHEET 1 ^ &TABLE A,SHEET 1 BEYOND THE I LYNN f
EXTERIOR 1 EXTERIOR .
I L EXTERIOR I�/ I �fl, METAL `;�\��`'.�h� <<Fq
1/4"MAX.SHIMSUBSTRATE
1/4"MAX.SHIM -�I F� v
1/4"MAX.SHIM
2-TRACK FRAME JAMB da 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB = �.
Gw WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION - :, G( 6
1070TECHNoL. 2g RIVE ANCHORAGE DETAILS fi
61
N.VENICE,FL 91275 rar �. F`� '•..:.... .
7r.�Bro.� l�,y ,�0 SERIES 670 ALUM.SGD-NON-IMPACT E
A.CYAN'MUEF;P.E.
o OFAUTH.82
CRY• XtCER
14 ae °ems T. 9248 NTS® SO0870 12 m 22 PGTD128 B P.E.458705
INSTALLATIO ILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES:
EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
CONCRE 4:�: SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
PER TA E TABLE A,SHEET 1 CONCRETE CONCRETE SHOWN ARE BASED
A,S ET 1 PER TABLE 6"• PER TABLE 2.1/16"• ON MIN.ALLOWED.
A.SHEET 1 A,SHEET 1 1/4" 'DIAGONAL O.C.IS
EXTERIOR !.•'.. :., ... .} •:1 ! S M )
a _ IN 4"(HEAD&SILL
�7' 7 OR 8"(JAMB)SEE
E BEDMENT: L 1/4' EXTE L 1/4" EXTERIOR ODEB`T'ILS,SHEETS
S E TABLE A, MAX. MAX. a
SHEET 1 SHIM SHIM
ROPERLY SECURED 1X CONCRETE ANCH R PROPERLY SECURED 1X CONCR ANCHOR TYP., PROPERLY SECURED 1X t'�2�CETE ANCHOR TYP.,
OOD BUCK TYP.,SEE SEE ANCHOR N S& WOOD BUCK TYP.,SEE SEE ANCH NOTES& WOOD BUCK TYP.,SEE CHOR NOTES&
A HOR NOTE 3,SHEET 1 . TABLE A,SHE 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SH ET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1
2-TRACK FRAME H- 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
CONCRETE INST LATION ETE INSTALLATION Cc CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X C ANCHOR TYP., P LY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOTE D BUCK TYP.,SE SEE ANC WOOD CK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE EET 1 ANCHOR 3,SHE 1 TABLE A,SHEET 1 ANCHOR N 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
SEE ANCHO EE NCH E ANCHOR
NOTE 5,SH T NOTE 5, NOTE 5,
1(1/4" AX.) SHEE 1� SHEETI� 1
( 4^M ) :s I (1 4"MAX.)
Tr 10 EXTERIOR 1 EXTERIOR
CONCRETE
2-1/16" � 2-1/ "' —a~I, •• �2-1/16°' PER TABLE
EDGE DISTANCE: CO CRETE DGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 PER ABLE SEE TA SHEET 1 PER TABLE SEE TABLE A,SHEET 1
MBEDMENT:SEE TABLE A,SHEET 1 A,SH ET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL
Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1 ~
E EDMENT:SEE PRODUCr REVISED
BLE A,SHEET 1 �I 7SEE
STANCE:
EDGE ISTANCE: IBLE A, AccipcftftN.IG_ Cb25•OR.
EMBEDMENT: CON ./CMU ANCHOR SEE ABLE A, PROPERLY SECURED � ?9
1X WOOD BUCK TYP.,
1 SHEET 1 eapira1ba OMIe
TABLE A,S ET 1 P.,SEE ANCHOR S EET 1 SEE ANCHOR NOTE 3, j, �, aohel
PROPERLY S URED EDO STANCE: OTES&TABLE A, SHEET 1
SEE TAB SHEET I 2-1/16"'
1X WOOD B K TYP., SHEET 1
SEE ANCH NOTE 3, CONC./CMU ANCHOR 2-1/16"•
SHEET 1 _ TYP.,SEE ANCHOR
CONCJC U ANCHOR 2-1116"' ERLY SECURED NOTES&TABLE A, —1
TYP., E ANCHOR 1 WO D BUCK TYP.,
" S E AN OR NOTE 3, CONCRETE SHEET 1 CONCRETE
NOTE &TABLE A, SHEET 1 OR CMU OR CMU
EXTERI R SHEET 1 I CONCRETE I PER TAB E EXTERIOR PER TABLE •ti i LV:�1fJ:;gam rr;
I OR CMU TERI R , A,SHEET 1 A,SHEET 1 gip•.,.^ ,,Isc ..
'Di 4'MAX.SHIM F� PER TABLEILL
A,SHEET 1 114"MAX.SHIM F� \
1/4"MAX.SHIM Imo-- 4
n„
2-TRACK FRAME JAMB ja 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB _ -y
cc CONCRETE/CMU INSTALLAT He CONCRETE/CMU INSTAL ON Ic CONCRETE/CMU INSTALLATION
RT
1070TECHNOLOGYORIVEANCHORAGE DE TAILS � 'C^.•. "• `
N VENICE,FL 31275
SERIES 670 ALUM.SGD-NON-IMPACT •r,,•�rt,:,::,.L•,"'
s.nemd.t am.: LYNPo'MILLER,P.E.
D_R X14 0� CERT,OFAU7H.928286 SG6870 NT$ 13 a 22 PGTO128 B P.E.#58705
INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED.
INSIDE POCKETS EDGE
EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS
WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR
WOOD ANCHOR TYP., INFILTRATION CONC.ICMU ILLUSTRATIVE
G� o SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE
EMBEDMENT: &TABLE A,SHEET 1 2s ANCHOR NOTES& TABLE A,SHEET 1 FOR
TABLE A,SHEET 1 ALL APPROVED
SEE TABLE A, (ALSO SEE TYP. SUBSTRATES.
SHEET 1 28 ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE
DJEDISTANCE:SEE ExTERIOR 3.SEE TABES 1-3,
TAB7
LEA,SHEET 1 EMBEDMENT: �P-HOOK
SHEETS 6-8 FOR
SEE TABLE A, MOUNTING REQUIRED P-HOOK
28 SHEET 1 ADAPTER CONC./CMU AND P-HOOK
EXTERIOR MOUNTING ADAPTER
PHOOK WOOD ANCHOR TYP., n ANCHOR TYP.,SEE
SEE ANCHOR NOTES V P-HOOK ":,'. - ANCHOR NOTES&TABLE ANCHOR QUANTITIES.
&TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE
(ALSO SEE TYP. 2.693"MIN. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9.
ILLUSTRATION,SHEET 9) EDGE DISTANCE A,SHEET 1 ILLUSTRATION,SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS E P-HOOK FOR USE WITH FLAT SILL RISERS
PARTS#18,#20,#22 OR#24, Jc PARTS#18,#20,#22 OR#24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP., P-HOOK MOUNTING
SEE ANCHOR P-HOOK MOUNTING EMBEDMENT:SEE CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU
NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE
MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE A,SHEET 1 ANCHOR NOTES&TABLE
BEYOND THE METAL ANCHOR NOTES A,SHEET 1
SUBSTRATE 26 &TABLE A,SHEET 1 EMBEDMENT: (ALSO SEE TYP.
(ALSO SEE TYP. SEE TABLE A, ILLUSTRATION,SHEET 9)
ILLUSTRATION, SHEET 1 28
EMBEDMENT: SHEET 9) rxouucrxr ve> p
SEE TABLE A, tru�N Pw4�h the FtoXa
SHEET 1 �U�+E DISTANCE:SEE 1-1/4"MIN.EDGE DISTANCE
TABLE A,SHEET 1 Ae
'.• «pWcc No 16-0629.03
Ecrir�efw Date �j
30 30 `�` •I 1 4��1 �
Ll.n
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU EXTERIOR
SEE ANCHOR NOTES ANCHOR TYP.,SEE
&TABLE A,SHEET 1 ANCHOR NOTES&TABLE v
(ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693'MIN.
ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP.
EDGE DISTANCE
ILLUSTRATION,SHEET 9)
P-HOOK FOR USE WITH BOX SILL RISERS teh P-HOOK FOR USE WITH BOX SILL RISERS
Kw PARTS#19,#21,#23 OR#25, Kc PARTS#19,#21,#23 OR#25, ` c! I•;'!'
EXTERIOR EXTERIOR
METAL INSTALLATION CONCRETE INSTALLATION �,._rd .q'•;''
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY
rawer. u.rm rt.Hotm.: !%1� 1
10701ECHNOLooYDRIVE ANCHORAGE DETAILS '?r>,
n Remora. F, �;r•' .a`, '
N.VEN/C�!134275 >� •., •��.�
ll� SERIES 670 ALUM.SGD-NON-IMPACT
a �"' s^"0 b0i1 Qp1 A:LYNN MILLER,P.E.
d.JRer X14 CFAEOFAUfH.N29296 SGD�70 NTS 14 PG TDi28 B P.E.#58705 I
CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
MAX. NOM.PANEL WIDTH
HEADER DETAIL'A', DLO TYP.PER TABLES 1-3 NTERIOR
SHEET 18;INSTALLATION WIDTH
DETAILS'AW&'Ac',� EXTERIOR
SHEETS 12&13
90°
PANEL PANEL
PANEL TYPE TYPE PANEL CORNER DETAIL'N2',
TYPE OS' 'AS' TYPE SHEET 19&CORNER
W K ANCHORAGE SHEET 11
NOM. MAX.UNIT _
MAX. PANEL MAX HEIGHT INTERLOCK DETAIL
PANEL ! WIDTH TYP. DLO PER 'M',SHEET 19'
HEIGHT HEIGHT TABLES EXTERIOR INTERIOR
SEE PER
NOTE 2 TABLES 1-3 1-3
�-, JAMB DETAIL'G3',SHEET
X b 18;INSTALLATION DETAILS
Gw&'Gc',SHEETS 12&13
90°
SILL DETAIL-D'.SHEET 18; 3/
INSTALLATION DETAILS EXAMPLE:90a INSIDE CORNER,4 PANELS-XX/XX
'Dw&'Dc',SHEETS 12&13
i
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 1-1/2" PH SMS PRODucrREVISED
PH SMS m compyingwitY tbo Flarkla
ivawtinq laJc .
Acccptuce No /[-aGz5.a3
irpiratlna
6 �54� ,•t.�c� ,
V4"w 41m* redact Cowd
PANEL CORNER FRAME CORNER
DETAIL DETAIL
.r
NOTES: y
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. .`S:^•.'rl;j
3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES.
Ravretn- o.(x aevtmn,: �•f' ,
R tp7oTECNNo�ocrorovE ANCHORAGE DETAILS/EXAMPLE ELEVATION ;�;,,;;
N.VENICE FL 34775
�a)-5 1600 SERIES 670 ALLrM.SGD-NON-IMPACT •
+ — ni.a: ns.aor+a rm.- A.LYNN MILLER P.E.5;R_-rs_y 7;;7� j
JR 0220/14 cERT.tSAUTM p2929B N S(3D�G70 NTS 15 -22 PGTO128 B P.E.0 58705
PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL BOX OUTASTRAGAASTRAGAL BOX( 90O LOCK571LE 90 LOCKSTILE 90 90 REER EXT CEIVER 80 RECEIVER RNER INT CORNER 3b RECEIVER 135 R CE VER
INTERLOCK INTERLOCK EXT CORNER
TYPES OUT IN STILE W1 HANDLE BOX OUT BOX IN W1 HANDLE W//"HANDLE W/HANDLE W/HANDLE W/HANDLE W!HANDLE 00—RECEIVEjRa W/HANDLE WI HANDLE
-TEM
ic
- iF- fr u12o ailss1 "1161 a11e us ae1, 1 asr1
SINGLE //' F PP K re� TR TQ TC TA TV TIN
INTERLOCK
SINGLE B E P A �/' C
FIXED IC .' SQ SC SA 5V SIN
INTERLOCK
IN may^^
hour (WXHO
STILE RR R S oun N)5 �/ FD FC FV FW
WHANDLE M //'
/soXoun f�W 2
LOCKSTILE D
LL! ASTRAGAL ff
a- BOX ourW HANDLE LR [77
PANEL NOTES:
t— ASTRAGAL
1-1 1.SEE DP TABLES 1-3,SHEETS 6.8 FOR PANEL
B0X IN SIZES&DESIGN
LL1 WJ PRESSURE.
HANDLE LEFT L�INTERIOR RIGHT 2.PANEL TYPES PNOT
RE SHOWN OR CROSSED OFF
J � PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
F— ASTRAGAL � T t t STILE c SEXTERtOR STILE AND ARE NOT AVAILABLE.
C/) BOX OUT U v
/eoxoun MOKO r! 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES
LLL ASTRAGAL '/' / PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (981),CORNER RECEIVER(#118)AND EITHER
J BOX IN ( (J APPLICABLE STILEtASTRAGAL REQUIREMENTS. EXTERIOR(#119)OR INTERIOR(#120)CORNER
" (Hox&) ASTRAGALS.
INT CORNER4.135"ASTRAGALS TO USE HEAVY-DUTY STILES
90 LOCKSTILE RT Cl (#61)AND CORNER ADDON #31
. i W/HANDLE#120 ( )•
EXT CORNER ^ /�
SILL RISERS OPTIONS 232"
Z 90LOCKSTILE / !T �_j5 -'-I� .232"
Q W!HANDLE#119 LS VVII wG -+j 232" !
a EXT CORNER` 1'.,�� �T �� -�{ 232' EXTERIOR I EXTERIOR EXTERIOR ,082"
90 RECEIVER✓'F`''�4VY}'p- EXTERIOR I .06r 4.055'
W/HANDLE /L•� .062" 3.305' PRODUCE R£ViSM
#118 T y'' 2.555"
INT CORNER a61 A l AS DF 1.587' ` "Coop 06i.g Cing wifh Ile�'W'y}�
90 RECEIVER ,082' Isw�cinR C.
W/HANDLE , � Att t""No -d62 dj
#118 Espinebw fA/s
99 REXT ECEE ER CF SILL RISER.FLAT• 20 SILL RISER,FLAT 22 SILL RISER,FLAT 24 SILL RISER,FLAT
Y FLUSH,1-1/2' LOW,2-1/2" MEDIUM,3-1/4" HIGH,4- �'•—
EXT CORNER M31
35 RECEIVER VT �� VF .750' •750'
W/HANDLE #61 750' EXTERIOR
INT CORNER #31 EXT4<�
ERIRIO-R�{ EXTERIOR I EXTERIOR /I-i .062"
35 RECEIVER WT W5 ::W
F I 906" 062' fit-+
W!HANDLE #g ,062 3.305" 4.055'
.062" 2,555' p n p ^
1.567" L_IL�IL
19'FLUSHtSERZBOJ - SILL 21 LOW, 1SE2,BOX 23 MEDIUMSILL ,BOX 25 SILL RISER,BOX
SILLRHIGH,4" o..,.
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8
1070TWWOLOGYDRNE PANEL TYPES v"
N.VENICE,FL 34275
F"�w SERIES 670 ALUM.SGD-NON-IMPACT
(941J43t11800 •,"'•/,1 t+.". :.
SJR 0?lZO7l4 ueena s.�nu�nm seat �..e °� A.LYNN'MILLER P.E.
cFRs t>FAt7rtx a2sz3e s�D c7o NTS 17 a 21 PGTtJ128 B P.E.a sa7a5
ASSEMBLY DETAILS
106 FULL PANEL JAMB LENGTH
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) eo OR 61 105
LOCK PART 17
FULL LENGTH 14 7s 8107-110
14 106 OF JAMB 5 G3 60 OR 61 16 5
so OR 61 E so OR 61 2-TRACK JAMB
7 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1
CLIP#105 WITH FOR FIXED
6'LONG OPERABLE PANEL CLIP LOCK PART
105 @ W/RETAINER#106 80 75 8107-11
113�MIDSPAN (SHOWN WITH PANEL)
J FIXED PANEL TO LOCK PART SEE DETAIL G2
5 THE INTERIOR) EXTERIOR 103 113 75 8107-11 103 FOR FIXED 5 fi0 OR 61
PANEL CLIP 103
�L EXTERIOR
14 v/ 15 5
112 E 18 17
E
TH G2
123 40 60 OR 61 EXTERIOR
#10 X 314" 2-TRACK JAMB 2-TRACK JAMB �L EXTERIOR EXTERIOR EXTERIOR
SMS,X 3 CLIP#80 OR#105 51 52 W/SCREEN 'v/
15
W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
6"LONG (SHOWN WITH ®(SHOWN WITH ®(SHOWN WITH e(SHOWN WITH ®(SHOWN WITH
MIDP AN 60 FIXED PANEL TO H1 OPERABLE PANEL) H2 FIXED PANEL TO 11 FIXED PANEL TO 12 OPERABLE PANEL)
THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
EXTERIOREXTERIOR
2
112 1 3 4
45 5 113 5 113 5
52 51 69 EXTERIOR 69 EXTERIOR 69
EXT I 59 a a
SHOWN WITH ®2-TRACK W/SCREEN ®3-TRACK e4-TRACK MAX.UNIT mooucruvism
OPT.SCREEN A FRAME HEAD \,.!!,/FRAME HEAD C FRAME HEAD HEIGHT PER m:co.Pt7 &.itk w Flo"
TRACK TABLES 13 Iw+dinlGCole
Arreplure No /6-OLZ .0-7
VIL-
E�pirrbe Brte
53 69 69 69 S
EXTERIOR EXTERIOR
9 A
52 51 72 OR 73 a 72 OR 73 72 OR 73
4611 113 9 10
11 11
48 47 p 8
EXTERIOR 112 5 113 113
a5 5 L f I`Tj
4a3-TRACK ga4-TRACK
FRAME SILL
LFRAME SILL FRAME SILL l-
`y,._ _
ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES _
13,SHEETS 6 8 FOR DP(PSF)ASSOCIATED WITH STILE.
tolorEcwwoLooroRlvE ® VERTICAL SECTION DETAILS . %.'• `"'�T``` `'
ey W� wamn• NVENICF,FL 34275
uv pur}4so tcao SERIES 670 ALUM.SGD-NON-IMPACT
A.LYNN MILLER,P.E.
CERT.OFAUiN.@29286 S..70 NT$ 18 a 22 PGT0128 B P.E.#58705
JR 0220/f4
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 61 WLN�
28 28 30 7
2763 27 63 11
26
62 111 63 60 OR 61
600R 61 600R 61
29 65
29 14
65 655EXTERIOR 111 52 EXTERIOR 111 6290° EXTERIOR
P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS EXTERIORill
jMEXTjERIOR
IOR EXTERIOR n_(EXT.OR INT.MOUNT) ®K EXT.MOUNT ONLY a RIOR V600R 61LOCK PART75&107 11 103 LOCK PAR 75 8 107-110 ®INTERLOCK
103 75 8 107-11 61
M
14
113
60 80 6t 61 118 5
V EXTERIOR 113 jg—RIOR
113v 7
67 68
ja STANDARD ASTRAGAL 90-INSIDE
L1 WITH STANDARD STILES#60 L2 WITH HEAVY-DUTY STILE7 La HEAVY-DUTY ASTRAGAL S#61 N1 2 TRACK SHOWN 8 da9O-OUTSIDE CORNER N2 2-TRACK S OWNER S ITEM#61 WN,ITEM
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 OP
(PSF)ASSOCIATED WITH
STILES.
4 INTERIOR
31
75 8 1077-110 RIODUC('REVI6ED
4 INTERIOR p ca�p17M�witY tYe Fl0e1t1C
5 bwlia C.ad,
135° 5 Aceepaw No /6 OL2 .03
4 INTERIOR E.pkwW Dete�
{'ji
iyt V'* uct Caobd
11
7 135°
14 5 01 32
103
61
32 �EXTERIOR 81
11 5
LOCK PART 31 103 61 EXTERIOR 7 •'` '',•��''' °I��`
756107-11 14 E 135°INSIDE CORNER
oz 2-TRACK SHOWN
®135°OUTSIDE CORNER
01 2-TRACK SHOWN
aereeer• aoF R °m°rom"' �- a ��{/6 �. - .
aro 1070TECNNOLOGYDRNE HORIZONTAL SECTION DETAILS,CORNERS <<4,�;;;;I,.,.•.;1,j':''"
N.VENICE,FL 34275
(901�-Q0.wv SERIES 670 ALUM.SGD-NON-IMPACT
o.wwert coa ene,e oa.ao�e mr. A.LYAN MILLER.P.E.
�'"Br Oes Ca°v°e °vim CER7.OFAUTH.p2H286 R ® SGD670 NTS 19 a 22 PGTO128 B REA58705
JR 0220/14
Item PGT PGT# Description Item PGT PGT# Description NOTES:
# Dw ,# # Dw .# 1)ALL ALUMINUM=6063-T6
1 17306 617306 2-TRACK HEAD 60 17325 617325 PANEL S*nLE
2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 61 17326 617326 PANEL STILE(HEAVY DUTY)
2)ITEMS#33-39,56-59,66,81,84-99,
3 17309 617309 3-TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE
4 17312 617312 4-TRACK HEAD 63 1225 67P248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL.
5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD
B 17317 617317 FRAME HEAD/JAMB SCREEN ADD-ON 65 17328 617328 INTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES ,
MIN.#10 SMS OR 3/16°MASONRY
7 17304 617304 2-TRACK SILL 67 17329 617329 ASTRAGAL ANCHORS @ 24"MAX.O.C.
8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 08 17339 617339 HEAVY DUN ASTRAGAL
9 17307 617307 3-TRACK SILL 69 17324 617324 TOP&BOTTOM RAIL
10 17310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71695 1-1/2"X 1"X 3/4"HIGH FIN SEAL DUST PLUGS
12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 1 8153 78153X TANDEM ST.STL ROLLER ASSY.
13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 1 8153 78153N TANDEM NYLON ROLLER ASSY.
14 17305 617305 2-TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR GE-7700
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK WILDING TRIM PLATE
16 17308 617308 3-TRACK JAMB 76 71032XIFPFX #1032 X 1'FL SS SCREW W/TYPE'P TIP
17 17311617311 4-TRACK JAMB 77 7103239 1032 STEEL ZINC U-NUT
1s 17322 617322 SILL RISER-FLAT,FLUSH,1-112" 78 1 17358 617358 3/16&1/4°BEAD
19 1 17319 617319 SILL RISER-BOX FLUSH,1-112" 79 1 17357 617357 1'IG BEAD
20 17321 617321 SILL RISER-FLAT,LOW,2-112" 80 17359 617359 7116"BEAD I FD(ED PANEL CUP
21 17318 1617318 SILL RISER-BOX LOW,2-112' 82 1224 6TP247K VINYL BULB WEATHERSTRIP
22 17355 617355 SILL RISER-FLAT,MEDIUM,3-1/4' 83 61745 1745 LOWE INC,112"X 1/16'SGL.SIDE ADH.TAPE,POLYETH.
23 17354 617354 SILL RISER-BOX MEDIUM,3-1/4' 100 8052 48052 ROLLER ADJ.HOLE PLUG
24 17323 617323 SILL RISER-FLAT,HIGH,4" 101 72087 JAMB BUMPER
25 17320 617320 SILL RISER-BOX HIGH,4" 102 1696 71696 DUST PLUG
26 17333 617333 POCKET P-HOOK 103 8186 78186X 1'KEEPER
27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 653 7SDKEEP SCREEN LOCK KEEPER
28 17334 617334 POCKET P-HOOK MOUNT 105 17344 617344 FIXED PANEL CLIP-6"LONG PRODUC r REVISED
29 17335 817335 P-HOOK COVER rID6 17352 617352 FIXED PANEL RETAINER-9/16' wilh 6e Fkhh
30 17348 617348 POCKET P-HOOK FOR BOX RISER 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN,USED WITH#75 iwwiia7,C':wla
AecW."e Nu
31 17376 617376 135 CORNER 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE,USED WITH 975 Ea@tYh.0.1E V �
32 17378 617378 135 FIXED MOUNT 1731 78162SN HANDLE KIT-RECESSED INT.WITH THUMB TURN,USED WITH#75
ITEMS 4053 ARE SCREEN PARTS: 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL,USED WITH#7540 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 710X34PPSDAX#10X3/4'PH.PN.TEK-S.S.
41 7LOCKWGSK SCREEN LOCKSET 1235 67576 WSTP,.270 X.170-FIN SEAL
42 41818 SCREEN KEEPERSPACER SET 1712 64066 .187"X 230'FINSEAL
43 8152 68152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX #1D X 1-112'
44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710XPPT #10 X V
45 4317 612256 SCREEN TOP RAIL 116 720X1X- #14.20 X 1'S.S.
46 4318 612257 SCREEN BOTTOM RAIL 717 720XI 12X #14.20 X 1-1/2"S.S. '
47 668 7SRAZ STANDARD ROLLER 118 17336 617336 90 DEGREE CORNER RECEIVER
48 668 7SRAX STANDARD ROLLER-ST STL. 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL
49 4344 64344 SCREEN ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL
50 17349 817349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 617352 FIXED PANEL RETAINER 718'
51 1692 61892 SCREEN SPLINE-.165'
52 1694 61694 SCREEN SPLINE-.150'
53 81816020 SCREEN CLOTH
54 1725 112'X4"X 1116'SET.BLOCK,NEOPRENE 85+/-S
55 7726 1'X4'X 111 F.SET.BLOCK,NEOPRENE 85*/S
1om7>cHNaoorowvE PARTS LIST
or b..bs N.VM=EI FL 34275 •'\f i-, Y, `:•`
R41M80.1600 SERIES 670 ALUM.SGD-IVON-IMPACT
mme nisd.ee a� s.ruum• ed.: eine nwc- �'' A.LYNN MILLLER,P.E.
JR 0?11tU14 CERT.OFAUTH.028290 ® SG"70 NT$ 20 d 22 PG70128 B P.E.#58705
5.069" 8.562" 1.36"
1.36"
0.080"
1.872'
1.2 f 11" LL--L1.505" I___jLLL
0.081" 1.019"
0.062"
rF
0.081" Oi 2-TRACK HEAD to 4-TRACK SILL 0.081" o SCREEN i
(6063-TB AL) (6063-T6 AL) aSTILE
6.198" (6063-T6 AL)
6.198" � 6.526" 5.069"
0.080"
(�- 1.045"
1.211" 1.505"
1.9Ew-
(6063-T6
0.062"
0.081' O2-TRACK HEAD W/SCREEN TRACK O3-TRACK SILL(6063-T6 AL) AL) to 2-TRACK JAMB SCREEN
(6063-T6 AL) (6063-T6 AL)
7.105" 6.221 2-TRACK JAMB W/
• 18 SCREEN TRACK
0.080" (6063-T6 AL) 1.36"
1.211.
1.505" 0.875"
TWT -�{ 1.36" 1.993" 0.062"
0.081" O3-TRACK HEAD O2-TRACK SILL W/SCREEN TRACK I L_
(6063-T6 AL) ( 0.081" 48
6063-T6 AL) SCREEN
OBOTTOM RAIL
(6063-T6 AL)
9.142' 0.081"
4.49" ----�(
40.080,
lRil P] m I
1211" 1.505" 7.105"
I
PRODUCf REVISED
_� v nrplyinp"krrr 11.r FlahL
9.141" Imms.X°e k
0.081"
Oa 4-TRACK HEAD O7 2-TRACK SILL
ecctple«.N.1.--d,625-03
(6063-T6 AL)
(6063-T6 AL) ULM
Dpm Cc
1.514" 0.060'
~•� '
0.062"
0.532" 0.760"
1.260"
0.060- 1.516" 1.990" l
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREENFRAME SILL SCREEN
ADD-ON t2 ADD-ON a END ADD-ON t8 3-TRACK JAMB
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS '•>>
OR 3/16'MASONRY OR 3/16"MASONRY t� 4-TRACK JAMB
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (6063-T6 AL)
�, 1070 TECHNOLOGY OPJVE EXTRUSIONS
N.VENICE,FL 30275 �-
��: SERIES 670 ALUM.SGD-NON-IMPACT
uw: �� oaw saw ue.t A.LYNNMILLER,P.E. i
✓R 02,20114CERT.OFAUTH.029296 SG.70 NTS 21 22 PGTO128 B RE.a 58705
0.719" 0.83" 3.802"
1 3.802" 2.304" 0.752
0.752" L = F � " LI0.885"
1 0.574" 0.796" 1.163"I
0.062" p,080" J 0.062" Tr L
0.264" 0.075" 0.233" _T
V•062"
5 SCREW COVER FRAME tt TRACK SILL2s P-HOOK ze ADAPTOR P-HOOKMOUNTING zs COVERK SCREW 0.080 36 P-HOOK FOR BOX RISER
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
4"
.155" 4"
2.30" 1.488" - F� --
0.080" � 1.739" +)
0.830" 0.062" 1.600 0.133" 1.600 0.062" 1.303" "
} 080" 1.870" 1 1.888"
.016" I I I 0.325
=-- i. 74"92.44"
I� 3.125" h-- 3.125" 1 0.062" }
2.44"
31 135°CORNER 3z 135°FIXED MOUNT so STANDARD STILE st HEAVY DUTY STILE INTERLOCK INTERLOCK
sz
O(6063-T6 AL) O(6063-T6 AL) O(6063-T6 AL) O(6063-T6 AL) O65ADAPTER SCREW COVER
(6063-T6 AL) _ (6063-T6 AL)
3.979" � 3.979"
4.125"
T P045"7"1.0501.050" 1.050"
0.075"0.075" 1.645" 1.645" 0.062" 1.304' 611" 849"
.045" (►-
0.125"" 0.281" 3.25"
67 68 69 STANDARD ASTRAGAL HEAVY DUTY 0ASTRAGAL TOP/BOTTOM RAIL GLAZING 7116"GLAZING 3116"&114"
79 BEAD(I.G.) 6o BEAD,FIXED 76 GLAZING
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
(6063-T6 AL) PANEL CLIP BEAD
(6063-T6 AL) (6063-T6 AL) PRODUCr REVt&W
1.003" s d. tRe Fbri6a
1.03" Acc No 1 - c 3
4„ 5.621" E=1�gWn 6.te eee Zp�j
o.7s7" r o.oeo
0.050" + (se,-
L ate e
165 FIXED 0.709"
PANEL CLIP 2.863" 0.133" 0.733"
(6063-T6 AL) 1.498" 1.498"
.550"
�i 0.863 I� 0.080"
4"
0.709" 123 FIXED PANEL 5.621"
ORETAINER,7/8" 2 826" t2o 90°INSIDE CORNER ASTRAGAL
0.080" -1� (6063-T6 AL) tt9 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL)
FIXED PANEL
118 90°INSIDE/OUTSIDE (6063-T6 AL)
toe RETAINER,9/16" CORNER RECEIVER "``''
8
(6063-T6 AL) (6063-T6 AL)
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