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Product Approval
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Product Approval Menu>Product or Application Search>A lication Lis lication Detail 's
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" ` "", FL# FL251-R31
�� ���� � Application Type Revision
Code Version 2017
Application Status Approved
* proved by DBPR.Approvals by DBPR shall be reviewed and ratified'by the POC
and/or the Commission if necessary.
i
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070Technolo Drive RECEIVED
North V 'FL 34275
486-0100 Ext2 318
druark@pgtindustries.c m JAN 0 8 2020 O
i
i
Authorized Signature Jens Rosowski
irosowski@pgtindustrioJrAT. Lucie County; Permitting
Technical Representative Lynn Miller,P.E.
Address/Phone/Email 1070 Technology Or
N Venice,FL 34275
(941)486-0100 Ext 21142
(miller@pgtindustries.com
i
i
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcatfgory Sliding Exterior Door Assemblies
Compliance Method ion Mark or Lis Py
{
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
I
REVIEWED F
CODE COMPLIANCE
_ Referenced Standard and Year(of Standard) 'StandardT® L_ _-.,,.�SE �®�� ;e9 r
TAS 201,202,20 y�
Equivalence of Product Standards
®CC
Certified By
I
Product Approval Method Method 1 Option A
Date Submitted 03/19/2019
Date Validated 03/27/2019
Date Pending FBC Approval
Date Appr ed 04/02/2019 ,
i
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 1/7/2020
Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,Number o Name Description
251.1 SGD-670 Non-I pact) Aluminum Slidinq Glass Door
Limits of Use Certification Agency Certificate
Approved for use in VHZ:YesFL2 704200 df
Approved for use outs uality Assurance Co cE Expiration Date
Impact Resistant:No 04/07/2020 "\ {
Design Pressure:N/A Installation Instructions f
Other:Please see Miami-Dade County Notice of Acceptance(NO }for FL251 R31 II 17042009.p_df
product performance information,anchorage details,and anchor pe, Verified By:Miami-Dade BCCO- ER
size,and spacing Information. Created by Independent Third rty:
Evaluation Reports
ted b In hird Party:
251.2 SGD-670HP(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC 17042010.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R31 iI 17042010.odf
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:
251.3 JSGD-.680 Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC 19-0130.02.0f i
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/18/2024 i
Design Pressure:N/A Installation Instructions I
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R31 II 19-0130.02.odf 1
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 R31 C CAC 17042012 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02112/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NDA)for FL251 R31 II 17042012.12df
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 R31 C CAC 17042013.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 R31 II 17042013.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.6 SGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC 17042014.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 R31 IT 17042014.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 ISGD-780(Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC 17042004.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/02/2022
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R31 II 17042004.pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party: 4
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 R31 C CAC 19-0219.11.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/22/2024
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R31 II 19-0219.11,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:
251.9 SGD.5470(Non-Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC 17042007.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/21/2021
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 1 n12020
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 R31 II 17042007.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
I
Evaluation Reports
Created by Independent Third Party:
251.10 i SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door
Limits of,Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R31 C CAC 17042006.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 FL251 R31 II 17042006.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:
?tater
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Coovrioht 2007-2013 State of Florida.::Privacy Statement:;Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails
provided may be used 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:
® gCEec..
IC10 SecurityMetrics Credit Card Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 1/7/2020
MIAMI-DADS MIAMI-DADSc6uNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 209
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADWkSTRATION 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 herein,and has been designed to comply with the Florida Building Code,
including the High V ci Hurric e one.
DESCRIPTION: S ries"SGD-67011 uminum Sliding Glass Doors w/900& 1351 corners-NI
APPROVAL DOC E NT:Dr " g No.PGTO128 Rev C,titled`'Series 670 Alum SGD-Non-Impact",sheets I
through 22 of 22,prepared by manufacturer, dated 02-02-14 and last revised on 04/18/17,signed and scaled by Lynn fi
Miller, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number
and expiration date by the Mi i- ade my Product Control Section.
MISSILE IMPACT RA G:None:A proved 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 Typ.Installation in sheet 10 for
straight configured units,sheet 11 for comer units and sheet 14 for pocketed 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.
TER?VIINATION 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 016-0629.03 and consists of this page 1 and evidence pages E-I &E-2, as well as approval z.
document mentioned above..
The submitted documentation was reviewed by Ishaq I.Chanda,P.E.
A afflEEMM511M NOA No. 17-0420.09
MLAWDADE CO Date;
ri�
6
Expiration Date: April 07,2020
t October
01
Approval NOA No.
12,2017
P 1)
Pagej
top
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
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 I tbru 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
I. REF 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,P.E(This file has addendum letter dated 08/14/14 &marked-up
drawings dated 08/19/14 &revised interior astragal marked-up Dwgs dated 11-11-13, all issued by
Fenestration Testing
3. Additional REF supporting test 9 FTL 5154,FTL 5980,FTL 5987 and AT172138.01-401-18.
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 I thru 67,prepared by PGT, signed and sealed by Lynn Miller,P. E.
2. Glazing complies with ASTME-1300-02, -04& -09.
Ishaq L Chanda,P.E.
Product Control Examiner
NOA No.17-0420.09
Expiration Date: April 07,2020
Approval Date: October 12,2017
F-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 (5d'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 4 16-0125 dated 03/09/16 approved by RER.
3. AAMA's Technical Paper for SGD&Bi-fold doors referenced to FBC 2014 (5th edition).
4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon, P.E.
5, Test proposals No(s) 09-0177,0177-A,B& C approved by BCCO.
2. New Evidence submitted
A. DRAWINGS
1. Drawing No. PGTO128 Rev C, titled"Series 670 Alum SGD-Non-Impact", sheets 1 through 22
of 22,prepared by manufacturer, dated 02-02-14 and last revised on 04/18/17, signed and sealed
by Lynn Miller,P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on
08/09/17, complying with FBC-217 (6111 Edition),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 of conformance to FBC 2014(5h edition)&FBC 2017(611 Edition) and letter of
no financial interest,prepared by PGT,dated 04/18/17, signed and sealed by Lynn Miller,P.E.
G. OTHER
1. This NOA revises NOA 4 16-0629.03, expiring April 07,2020.
Ishaq L Chanda,P.E.
Product Control Examiner
NOA No.17-0420.09
Expiration Date: April 07,2020
Approval Date: October 12,2017
E-2
SERIES 670, NON—IMPACT RESISTANT SLIDING GLASS DOOR TABLE A:
Anchor Frame Min.Edge Min.O.C. Min.
INCLUDING POCKETS &90°/135° CORNERS Group Anchor Type Member B°b�m� Distance Distance Embedment or
Metal Thickness
GENERAL NOTES #12 18-6 SMS, Southern Pince(SG=0.55) 9116' 7/8' 1-No,
(Fy=60 ksl,F�95 ksi) 6063-T5 Aluminum 318" 9/18' 0.090•
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. #12410 ss SMS, All A38 Steel 318" 9116' 0.050"
A (Fy-90 ksl,Fu=110 ks) Gr.33 Steel Stud 3/8' 9116" 0.049"(18 Ga)
2)DESIGN PRESSURES: All Concrete min.2.22 ksi 1-112" 3' 1.318"
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 114'Elco Aggre-Gatos® Jamb/P-hook Filled Block ASTM 290) 2' 3" 2'
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. Fy=57 kel,F�-96 ksl Jamb/P-hook Hollow Block ASTM C90 2" 3' 1-114'
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. All Southam Pine SG=0.55 1" 1" 1-318'
#12 Steel SMS(Gr.5) Southam Plne(SG=0.55) 9116° M9116"
3518
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS g (min.013 threads beyond All 6063-75 Aluminum 3/8'PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO metal substrate) A36 Steel 318'CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE Gr.33 Steel Stud 318'CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 1/4'Elco UltmCorM All Concrete(mn.2.85 ksi) 1"CFy=155 ksi,F„=177 ksi Jamb/P-hook Hallow Block(ASTM C9o) 1"4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 1!4'Elco ultreCon® All Concrete(min.2.85 sl) 2-1/2"si Jamb I P-hook Filled Block(ASTM C90) 2-112"
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH ' ° Jamb I P-hook Hollow Block ASTM C90 2-112" 1-114"
Head/SIII Concrete min.3.35 ksi 1' 4' 1-314"
NARROW JOINT SEALANT. 114"410 SS Elco Cretemaxw, Jamb I P-hook Concrete(min.3.35 ksl) 1" 6' 144"
Fy=127.4 ksi,F„=189.7 ksl amb I P-hook Hollow Block ASTM C90 2-1/7' 6' 1-114"
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSIlAF&PA NDS FOR All Southern Pine SG=0.55 1" t" 1-3re"
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. 1)WHERtSI413STRATE CONDITIONOEQUIRE ANCHORAGE FROM MORE THAN ONE OFTHE ANCHORGROUPS ABOVE,
CHOOSE THE THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL.
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE.
EEL
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 4. 4)FOSTUDS,MIN.FU=45 KSI,MIN FY=33 KSI.
)FILLEDLLED ED BBLOLOCK VALUES MAV ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE.
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. ANCHOR NOTES
1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY
9)TEST REPORTS:FTL-5254,FTL-5979,FTL-5980,FTL-5987,FTL-5994,FTL-6002,FTL-6034,FTL-6035, MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE
FTL-7554 AND ATI 72138.01-1401-18 DISTANCE AND SUBSTRATE REQUIREMENTS.
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET.
TABLE B,SEE DETAILS ON SHEETS 4&5: 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK. MODUO r Revr,4E®
Glass PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS asc Plyl y wish[kc F1'�
Description(Listed from Exterior tD Interior) 1M N.1 CO&
Type INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS Acept.dnNo11-oy20.04
G GLASS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS Fip4uK.o d[cA P2°7 _c�7�
GtA tla"TEMPERED cLAs (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER p6���)5t<y
G2 1"I.G.: is D GLASS+5JB AIRSPACE+3JiB"TEMPERED GLASS LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS a�( ftvP ttCW
G2A 1°I.G.:114°TEMPERED GLASS+117'AIRSPACE+1/4°TEMPERED GLASS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL.
GENERAL NOTES.............1 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS
EXAMPLE CONFIGS..........2-3 REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
GLAZING DETAILS............4,5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
DESIGN PRESSURE RATING IMPACT RATING ANCHORAGE.....................6-14
SEE TABLES 1,2&3 ON NOT RATED FOR MISSILE DESIGN PRESSURES.......6-8 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OTHER MATERIAL IS 1111111 I 1 I I IIy
SHEETS 6.7&e IMPACT RESISTANCE INSTALL DETAILS..............12-14 NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,
MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY �� �� ...........
ELEVATIONS.....................15,16 °� '110EN8� •��
cones/STANDARDS used: PANEL/SILL TYPES.........17 SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO ��:'
IF AND TRANSFER SHEAR LOAD TO SUBSTRATE.
•2077 FLORIDA BUILDING CODE(FBC),6TH EDITION CROSS SECTIONS............18,19 THE SUBSTRATE, _* No.58705 *—
.2014 FLORIDA BUILDING CODE FBC),STH EDITION SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED
( PARTS LIST.......................20
ASTM E1300-09 21.22 BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED
EXTRUSIONS............... R
•ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION BY THE AUTHORITY HAVING JURISDICTION. �A'. I I y ;•�'
•ALUMINUM DESIGN MANUAL,ADM-2015 'Q.•.. TE F
•AISI S100.12 1070TECNNOLOGYORIVE °ivy` '��• FLORIDP
.AISC360-10 MVENICI FL 34275 GENERAL NOTES AND MAP �, s+''•••.....-•' G. - --
(941)460.1600 ,o ���7S�ONAt�N 01
�- CERT.OFAUrR 02R 80 SERIES 670 ALUM.SGD-NON-IMPACT /I,,,111 t1
JR 04Po5117 C UPDATED TO FBC 2017,REV.TABLES 1,Z 3&A
°ovrrecnremnr _ a^°'r r"""•"'° aM A.LYNN MILLER P.E.yn-F
JR 02120/14 �` SGPB70 NTS 1 "r 22 PG7T)128 -C P.E.#58705
i
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","Jc","Kw"OR"Kc"INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH NOM.PANEL WIDTH A PX�P,PXXXX OR XXXXP.OXXX IN POCKET CONFIGURATION
PER TABLES 1-3 1 13 PER TABLES 1-3 CAN BE OXXXp.
2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
I c N414
low OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX.UNR f :%R a G3 1 "" is I o
I Z p y MAX.UNIT / f/ z q° 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
HEIGHT f HEIGHT 19 ` 14 7 I a
PER TABLES 1-3 x PER TABLES 1-3 / f X"=OPERABLE PANEL,
e $ w "O"_INOPERABLE PANEL,
POCKET
POCKET i y "P"=POCKET DETAIL LETTER
1-PANEL _l r 2-PANEL --"C J 'w"=WOOD OR METAL INSTALLATION
CON 1-PANEL L 1 is W"c"=CONCRETE INSTALLATION
��_� CONFIGURATIONS 1 1
MAX.UNIT WIDT 1 SHEET NUMBER
MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7"
NOM.PANEL
IDTc w ' NOM.PANEL WIDTH Ac C DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PER TA 3 1a PER TABLES 1-3 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
I
An
It
91a Mlih
AX. NIT 19 o°n MAX.UNIT 3 19 19 1 i rz
HEI T 1s 1s 1 1 I HEIGHT 1 13 9 1s 1 I ny
PER TAB ES 1-3 J /j fPER
iTABL fES 1-3
f f f POCKET I a f j j ` POCKET j 4
I
-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS
t 13 1 3 1 3 3
MAX.UNIT TH MAX.UNIT WIDTH
NOM.PANEL WIDTH Cc NOM.PANEL WIDTH
PER TABLES 1-3 1 PER TABLES 1-3 1
I G Jw Jc I I PRODUCPREVIgM
!I 1 1 1 1 1 1 I 4 1 �_�DbInQ Mitt the Flor[d�
MAX.UNIT 1 c e s s 4 1 o a MAX.UNIT 19 SEE pt�ucepNat -0 7a 6S
HEIGHT 13 1 1 g g f I Ij am HEIGHT // O ojf/ NOTE pi^a 4tery �
2.THIS
PER TABLES 1-3 / / f f i TABLES 13 / 1g m % SHEET, Mf � a�w•�-�
t , A'
POCKET $
EXTERIOR 1 EC V cLNSN,ry/�`''�.
5-PANEL CONFIGURATIONS
1 13 1 1s 1 1 CORNER,TYP. No.ss7os
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR) q ! _-
1070TECHNOLOOYORW 7i1 J,,j,_�JjjJ
At vEN,c�a aazrs EXAMPLE CONFIGURATIONS �n •. •S A't't1F
(sat)4804600 C�` ''•�oRtOR•' C� —
C- CERT OFAOTtLA78M SERIES 670 ALUM.SGD-NON IMPACT '' `SIgtVAL
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ore a er Oso a.mo o ux 0rnm arrom,r- a«w+cm sme s_n a u."enrro nm N"
JR 07t10/t4 uLPOin�r+'"rs sGa-67o NTS 2 22 PGT0128 - C - ._d• a. oS.�.E....
EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES:
MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
355-7/16"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
300-1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION.
NOM.PANEL WIDTH Ac c EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3 1 1 12 3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
Jw J I
t t3 19 t 19 t9 1a 1 i a 2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
t2 19 19 19 t9 1 1a 1 o 2 o OF ANY 2 STRAIGHT CONFIGURATIONS.
- -MAX:UNIT I a h - -- -
HEIGHT, t t3 9 1 1s 1 i k 4 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
96"OR 120" lu�W
"X"=OPERABLE PANEL,
POCKET i h "O"=INOPERABLE PANEL,
1� _
P"=POCKET
- r -
6-PANEL CONFIGURATIONS
12 z DETAIL LETTER
MAX.UNIT WIDTH w"=WOOD OR METAL INSTALLATION
"c"=CONCRETE INSTALLATION
NOM.PANEL WIDTH A w e SHEET NUMBER
1 13 1 1 1 13
PER TABLES 1-3
A
DLO WIDTH=NOM.PANEL WIDTH-7"
19 19 1s t I ¢ DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
CLn9 o a w PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
MAX.UNIT a v�
HEIGHT t 13 19 9
PER TABLES 1-3
8 =
7� / POCKET i y
-s`r--
7-PANEL CONFIGURATIONS
w
13 1 13 1
MAX.UNIT WIDTH
NOM.PANEL WIDTH 1 c t3 13
PER TABLES I3
1`r l PRODUC f REVISED
J I dL L-CKET
��BZf� with the Find
'1 13 9 19 1 79 19
19 19 19 t9 9 19 1 LL LIE: Acce0ta6cc NB -0 2Q.0"j
MAX.UNIT t t3 �HEIGHT t 13 19 t 19 t9 t t6PER TABLES 13 � � htarlkd4 1vdBcF xvinOfl��O�..L.....ILL-1 Ll "Zt.•• LICENSE8-PANEL CONFIGURATIONS 1 *; NO.58705
1070 TECHNOLOGYORNE 0010"' '�Q.• .S
to ••Qj
N.VENICE,FL 34275 EXAMPLE CONFIGURATIONS ��� '•.�<ORIDP,.'• ��`
(941)480.1000 Tmaa
9aNeba CERT.OFAUTH.029M SERIES 670 ALUM.SGD-NON-IMPACT ''SS�ONAL EN,tG'
JR 04/05/17 -- C-- -NO CHANGES THIS SHEET. s.baBom: BOoa. _ T---.ft B^' A'&1QNlMiLEtt P.E.
dawnw Dam: cna<xaeB oma: -- -- - roriCOP `a'w'c. - - ---- - � - - ,22 PGTO128- c -- REM 59705- - -
JR 02120114 ,w.wcmBnFSErnEB SGD-670 NTS 3
GLAZING DETAILS (G1 &G1A)
3/16"T GLASS
74
EXTERIOR 82
314"NOM.
GLASS
BITE
78
EXTERIOR
54
3/16"TEMPERED GLASS,TYPE G1
1/4"T GLASS
74 PRODUC r REVS
.
as roaPtY{ni with The F%c*k
EXTERIOR 82 Ampt.."No �7 bq?0 6-j
G] F.spita"n umt- u�2o
314"NOM. - �—
GLASS .w A�lr ru4ucCCeopu6
BITE
78 _
54
1/4"TEMPERED GLASS,TYPE GIA ��`V �.`«E...TAl 4f�'
*1' No.58705
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GLAZING NOTES: foro
ECHNOLE OGY s GLAZING DETAILS .�DRIOP..•''
'T°=TEMPERED ryot/teu�soo , ��'�iS�ONAL ANG``•
CERT.OFAU7iL 929M SERIES 670 ALUM.SGD-NON-IMPACT r r 11111110
JR 04Pofi/17-- C-- -NO CHANGES 7HlS SHEET. __ _ gym._ _-_ fir.,__ stie_- w.�onn A.LYNN MILLER P.E.
Ween W. Pam CMMN Dem: P3T11lW15In1Eb.fl C.—__ - _- _ _ �q _ of
JR 07/20/14 ,�,y�D�p mn:o GD-6-70- NTS 4 22 PGTO128-- --_C- - -- -P.E.p 58705-"----- -- - --- ------
GLAZING DETAILS (G2&G2A)
SILICONE
74
HOT-MELT BUTYL
STRUCTURAL '
16
1"NOM. SILICONE
STRUCTURAL 114^NOM. FOAM 3116"NOM.
POLYISOBUTYLENE WITH
3116'T GLASS WITH DESICCANT DESICCANT
516"AIR SPACE EXT.GLASS EXT.GLASS
3/16"T GLASS
- EXTERIOR
. INT.GLASS INT.GLASS
83
KODISPACE SUPER
124127 r314"NOM. ,za4SG TPS �ZS S'PACER'DNXTT""
78
55
ALUMINUM
1"I.G.GLASS,TYPE G2 REINFORCEMENT BUTYLE E DESICCANT FILL AREA
6116'NOM. SEAL 5116"NOM.
BUTYL& SILICONE SEAL
DESICCANT ROLL-FORMED
FOAM STAINLESS STEEL
EXT.GLASS
1"NOM. EXT.GLASS
114"T GLASS
INT.GLASS INT.GLASS
112"AIRSPACE
FROouc r REvOW
1/4"T GLASS ,ze DURASEALtoD XL EDGETm e",,a` �'o�u ththep"y0
74 SPACER SPACER Am pt.—"°17-qua.,•Cl
EXTERIOR Ca01r�t7fae IM
83
Mi.oL'lMt4 P Coa►A9 '
124-127 314"NOM. Part# Description Material
GLASS 124 Kommeding 4SG TPS Spacer System
SITE See this
125 Quanex Super Spacer nXTwith Hot Melt Butyl
Sheet for
126 Quanex Duraseal Materials
79 127 Cardinal XL Edge Spacer
55 t„117IIII
REFERENCE TEST REPORTS:FTL-8717,8988&8970
' ���•.•'•U,CENSF•'•�C
1"I.G.GLASS,TYPE G2A Q• :��
N0.58705
73
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GLAZING NOTES: 1070TECHNOLOGYORWE
N.VENICE,FL 34276 GLAZING DETAILS ;CC F<ORtDP•,•' ���
"T'=TEMPERED (941)a0.16017 ��S •• •.. . G�•
R1 T CERT-OFAUTH.929M SERIES 670 ALUM.SGD-NON-IMPACT
� ��NA;;,�N
JR as W17 C NO CHANGES THIS SHEET.
goner, OWE C7rdmu ___ tw90L'"R mnr __ _ ® - �_ _°iP_ ___°i�o�_" 1°"r_ _ __ A.LYNN MILLER.P.E.
JR OT20/T4 ,u�tPoa�rre�� SGf}B70 1VTS $ �22 ,'oGT012B C P.E#587115
TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) SIII Height to Max. DP
For comerestragal anchorage on 90"or 1351 comer units,see sheet 11 (Water Infiltration Rating)
Table applies to ell Glass types and Door Unit Height Sill Riser Height
the Stile/Astragal types shown below. B9-7lBDLO 73- 8'• LO 79- D o ti5-7 ea'DL (Flat or Box,sea (+)Design F- OH LENGTH �-
Positive(+)DP may be limited by ra5sure,psf =
Table lk AncherGroup Anchor croup AnchorGmup AAftchurGroup a t7
OH LENGTH
a B C D A s c D A e c D p B c Flush-1-112° see nota 3 H RATIO= w
Des'nPressure +90.0/-127.1 +90.01-120 +90.0/-110.8 +90.0/ 029 OH HEIGHT 2 O OH RATIO Z 1
17•' Head/Sill CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4« + Low-2-1/Y +46.87
24" 1 C4 1 C4.1 C4+1 C4+1 C4+1 C4+1 C4+ C4+1 CA+1 Medium-31/4" +60.0 O
DI-0 Jamb 10 8 B B 10 8 8 6 10 8 B 8 10 B 8 B
P-hook 6+i 8+7 8+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7.8 T+b 7+8 7+8 7+8 7+8 High-4" +90.0
- - - Desgn Pressure +90.0/-106.3 +90.0/-100.2 +90.0/-92.2 +85.31 . SEE NOTES 1-3 SEE NOTE 3
23" Head/Sill Gf+1 CS+1 C4+1 C4+1 C4+1 C4.1 C9+1 CA+1 C4+1 GS+1 C4+1 04+1 C4+1 C4N C4+1
DLO Jamb 10 8 8 8 f0 8 8 8 10 8 8 8 10 --
P-hock 6+7 6+7 6.7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+ +8 7+8 7+BF2)
TES:
Do sin Pressure +90.0/-92.9 +87.3/-87.3 +800/,80 +73.61-73.8
31„ Head/SBI C01124+1 c4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 ca+1 04+1 C4+1 C4+1OSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4"SILL.
D 0 Jamb 10 8 B 8 10 8 8 8 10 8 8 a 10 8 8
P-hook 9.7 8+7 s+7 6+7 7+6 7+0 7+8 7+8 7+8 7+8 7+8 +8 7+B 7+8 7+8HEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE
3
Design Pressure +83.71-63.7 «78.41-78.4 +71.61-71.6 +65.81-65.84'SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE
�' Heed/Sill G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 G4+2 C4+2 C4+2 C4+1 C4+1 C «tTER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE 1A.
a a0 Jamb 10 8 8 8 10 8 8 8 l0 B 8 8 10 8 8
5 P-hook 8+7 8+. 6+7 6+7 7+8 +72 7+8 7+8 7+8 65. 7+. T+e 7+8 7+8 7+8 7+8 3 4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
De'nPressure +n.1/-rr.1 +720/-n +65.5/-65.5 +w.o/-6o )
48, 41" Headrsm C4+2 01+2 c1+2 c1+2 A+2 c4+z C4+z G4+2 c4+2 C7+z ca+2 C4+2 c4+2 +2 21+2 C4+2 THE 1-1/2'SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
DLo Jamb io B a B to s B 8 10 a e e 10 B a e REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN
P-hook 6+7 s+7 6+7 6«7 7+e 7+8 1+0 7+8 31 7+B 7+8 7+e 7+a 7+B THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
Desgn Pressure +72.5/-72.5 +67.41-67.4 +61.01-61 +54.7/54:7. BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER
54" 47" HeadlSill C4+2 G*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 C41-21INFILTRATION.
DLO Jamb 70 8 8 B 10 B B 8 10 8 B 8 10 6 a 8
P-h00k 8+7 8+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+a 7+8 7+8 7+8
Design Prossura +69.1/-69-1 +64.01-84 +57.6157.6 +50.6/50.6 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT
53" Head/Sill C4.3 I C4+3 G4+2 1 C4+2 C4+2 64+2 C4+2 C4+2 C4+2 C4+p C4+2 G4+2 C4+2 C4+2 C4+2 CA+2 INFORMATION.
DLO Jamb 10 8 8 6 10 8 8 8 10 8 8 B 10 8 8 8
P-hook 6+7 6+7 6+T 6+7 7+B 7+e 7+e 7+e I+B 7•e 7+a 7+e 7+e 7+e 7+8 7+a 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. REQUIRED.
DLO WIDTH=NOM.PANEL WIDTH-7" �J 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL
OLD HEIGHT=DOOR UNIT HEIGHT-10.125" +7J ( �I QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
DLO HEIGHT=DOOR UNIT HEIGHT-10.125" / u
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" �T'
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,
Interlock P-hook Lockstile @ lamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @
Assembly Straight Astragal Assembly 90o Astragal Assembly 135*Astragal
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-dutyStlle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile MtOnvcrREvnft
Standard a
Astra l Inside ac
Astragal Outside Corner Outside glue with the Florida
yrlr-I��Q,�"Ia Corner ItuNiag Cade
COrner A[mplaccr Ne 17•-0 42A.O
�
F:apl1ndre Dale V.I
24
Insid
r Corner Outside Mrad nxd. rod Yd
CeoMalt
Inside Corner Corner \tt1 Il I1
Part#60(x2) Part#60 Part#60 Par[#60(Stile) Part#61 part#60 Part#118((Comer Part#119(Out.) Parrts#31(Stile)  Part#61 ��`���QY
Part#67(Astragal) Part#120(In.) �1CIE •.•(� ��
Receiver) (Corn.&Fxd Mount)
* No.58705 '
s
-" - 1070TEMNMOOYDRIVE
IV.VENICE;
'
��ao75 DPANDANCHORAGF �D.c�'•._ sT�E F�'.:'�[u��
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TABLE 2: TABLE 2A:
Design Pressure(DP)and AnchorQaantitles Required,(foratl approved configurations on Sheets 2&3) Sill Height to Max.(+)DID
For comer astragal anchorage on 90'or 1358 comer units;see sheet 11
Table appues to ao Ghee types and Door 11NI H.10t
(Water Infiltration Rating)
the Slil"IAslmgal types shown 64- 90- 95• 102• 108• 1 ta• 120' Sill Riser Height
6&IB DLO 73-18"DLO 79-71W DLO 85-718°DLO 91.7/6•DLD 977_V D O 1D3-718•DLO 109-718.O O (+)Design
below.
P"RW(+)DIP may be Ancor roup Ambor roup Anchor Grau horG=p Group Anchor raup nc Group An.,GmuD (Fiat Or BOX,Seo Pressure, sf
limited by Tede?A. A B C D A a C D A 8 C D A 8 C D A B C D A B C D A B C D A B C D Sheet 17) p
08sign Pressure +90.0/440.0 +00.0 -133.0 +90.0/-122.0 +90.0/•114.0 +90.0/-106.0 +90.0/59.0 +9¢0/53.0 1 +88.0/49.0 Flush-1-112" See note
1r Head/S10 C4+1 24+1 Ca+1 C4+1 C40 C4+1 C40 C4+1 C4+1 C4+1104+1 CA+t C4+1 Ca+1 C4+1 04N 04N GN Cq+i G+1 CAN C4+1 CRN C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
24 DLO Jamb 10 a B B 10 6 e e 10 e 8 8 10 e B B 10 10 10 10 10 10 10 10 10 f0 10 1D 10 10 10 10 LOW-2-112° +46.67
P•twok 7+8 1 7+8 1 7+6 1 7+8 7+8 7+B 7+B 7+8 N8 7+8 7+e 7+8 7+e 1 7+e 1 7+8 1 7+8 8+9 1 8+9 1 B+B I B+9 8+9 0+9 8+9 a+B 900 8+10 9.1019+1019+1 0 9N0 8.10 900 Medium-3-1/4" +60.0
Design Pressure +90.0/-141.8 +90.0/-133.6 +B¢0/-122,8 +90.0/-113.8 +90.0/•105.9 +90.0/59.1 +90.0/-93.1 +87.8/57.8 um 'A"
+90,0
- 23' Head/Sill C5+2 C5+2 C5+1 C5+1 05+1 C5+1 C5+1 C5+1 C6+1 C5+1 C50 C5+1 C5+1 C5+1 C5+1 C5N C5+1 C6+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C i C5N
30' DLO Jamb 12 t0 8 0 12 f0 B e 12 10 B 8 12 10 8 8 12 iD 10 10 12 10 10 10 12 12-i
0 10 10 12 t0 f0 t0 SEE NOTES 1-3
P•hack 8*8 8+9 8+9 BrB 6+9 8+9 8+9 B+9 B+9 e+B B+e 8+9 8+9 5+9 8+8 8r9 B+B 8+9 8+9 8+9 8+9 8+9 B+9 8+9 BNO 9+10 9+10 8+10 8+10 9N0 9x10 9+10 - - - - - --.
Dwign Pressure +90.0/•123.9 +90.0/-116.4 +90.0/•106.7 +90.0/-96.5 +90.0/51.4 +863/45.3 +e0.0/40.0 +753/45.3
29• 118.wsiO CS+2 C5.2 C5+2 C5+2 C5+2 C5+2 CS.2 C5+2 C5+2 CS+2 fS+2 CS+2 CSr2 C5+2 CSN CS+t CS+1 CSN C5+1 CSN CSN C5+1 CS+1 CSN CSN C5+1 G5r1 C5+1 CSN C5+1 C50 C5+1
DLO Jamb 12 10 8 8 12 1D 88 12 10 8 8 12 10 8 8 12 10 10 10 12 10 10 10 12 10 10 10 12 10 10 10
Rhotic 8+9 8+B 8+9 8+9
8+9 8+9 8+9 8+9 6+9 8+9 8+9 B+9 6+9 8+9 8+9 8+9 8+9 8+9 8+8 a+9 8+9 8+9 6+9 8+9 9+10 9+1D 9+10 9+10 9+1019,1019-1019+10
Design Pmsswa +90.01411.6 +90,0/-104.5 +90.0/554 +87.5/-67.8 +81.3/41.3 +767/-75.7 +70.8/-70.8 +665/46.5
42, 36' HeadlSil C5+2 C5.2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5r2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 CSN CSN C5r1 CSN C5+1 CSN
DIED Jamb 12 10 B 6 12 10 6 8 12 10 B B 12 10 B 8 12 10 10 10 12 10 10 10 12 10 10 to 12 10 tD 10
Pfiook 8+9 8+9 5+9 8+9 8+9 1 8+g 1 1 B+B 8+9 8+0 8+e 8+9 8+88+g 91 8+9 B+9 eN0 8+10 9r10 9+10 9N0 9N0 9+1D 600
Design Pressure +90.01-102.0 +90.01-96.0 +87.3/47.3 +80.0/40.0 +73.8/-73e +68.6/48.6 +64.0/44.0 +50.0/40.0
41' Head/Sill C5+2 C5+2 C5+2 C5+2 C5+2 05+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 CS+2 CSr2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 55+2 C5+2
49' DLO Jemb 12 10 a 6 12 10 8 8 12 10 e 6 12 10 8 8 12 10 t0 10 12 10 10 10 12 10 10 70 12 10 10 10 DLO WIDTH=
P-hook B+9 a+9 8+0 B+9 8+B 8+9 a+e 8+9 8+9 8+9 8+9 8+9 B+9 B+9 8+9 B+9 6+9 B+9 8+e a+e a+9 B+B 8+B a+e 9+10 9+1019.1019+10 9+10 9r1D 9+10 9N0 NOM.PANEL WIDTH-7"
Design Pressure +63.0143.0 +772/-77.2 +69.8149.8 +63,8/43.8
4T 2 C4+2 Flead1501 C4+3 C4+J C4+2 G+2 C4+ 2+2 CM2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 CA+2
54 DLo Jamb 10 B B a 10 e e e D e e e 10 a B e DLO HEIGHT=
P-hook 7+B 7+8 7+0 7+8 7+9 7+B 7+e 7+B 7+8 1 7+B7+8 1 7+8 7+e 7+6 7+8 7+8 DOOR UNIT HEIGHT-10.125"
Design Pressure +79.2/•79.2 +7331-733 +66.01460 +60.01.60.0 Not available in these sizes
�, s3' Head/510 C4+3 C4+3 C4+3 C4+3 C4r3 C4+3 C4+3 C4r3 C4+2 C4r2 C4+2 CA+2 C4+2 04+2 C4+2 ca+2 PANEL HEIGHT=
DLO Jamb to s e 6 to a e s 1D e e e 10 6 6 e DOOR UNIT HEIGHT-1.866"
P-hook 7+8 7+B 7+B 7+B 7+8 r+e 7+E 7+e 7+e 7+e 7+11 N8 7+8 7+6 7+e 7+8
EXAMPLE ON SHEET 9
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS.
Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135°Astragal Lockstile @
Assembly Straight Astragal Assembly 90°Astragal Assembly 135°Astragal
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Standard AstragalInside
Outside Corner Outside PRpUUC f NEViBPD
Corner corner r u.!Kog iotle ltfic F7atdm
be Wins(:ode
a 1 'fir A-pr-N. i7f6YZV'c`1
qj�f Inside� u1� e>pinUae OxrejZO
i
Insdede Comer'1 1 Comer Outside
Come dit•1r' ProdeG C00tla�^
Part#61(Stile) Part#61(Stile) Part#119(Out.) Part 461(Stile)
Part#61(x2) Part#61 Part#61 Part#67(Astragal) Part#61 Part#118(Corner Part#120(In.) Parts#31&432 Part#61
Receiver) (Corn.&Fxd Mount)
NOTES:
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4-SILL.
2)WHEN USING THE 2-112"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 FRES.UNCHANGED).SEE TABLE 2A. OH LENGTH I- t1t111I 1111y111
3)4",3-114"AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112"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 LD
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR = �I OH RATIO z 1 Qom' �tGEN3F -p
WATER INFILTRATION, x
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. p '* No.58705
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 -;3
_
- -- - 1070 TECHNOLOGYDRIVEFLORIOP •:
R� L 3 75 DP AND ANCHORAGE ��'�SS/ONAL ENG
JR OQ 05H7- --c- etvisED TABLE 2._ COM OFAUM 429M SERIES 670 ALUM.SGD-NON-IMPACT "11 u I 1111
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TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantities Required,(forall approved configurations on Sheets 2&3) Sill Helghtto Max.(+)DP
For comer astragal anchorage an 90'or 135'comer units,sea sheet 11 (Water Infiltration Rating)
Table applies to all Glass types and Door Unit Height Sill Riser Height
80" 84' 917, gel (+)Design T:�CH LENGTH
the Stile/Astragal types shown (Flat or Bax,see
below.PDsitiV8(+)DP may be 69-718'DLO EAB
8'DLO 79.7/8"DLO 85-7/8"DLO Sheet 1T Pressure,psf =
limited by Table 3A. Anchor Type or Type Anchor Type Anchor Type ) L9
A B C D C D A I B I C I D A I B I C 1 0 Flush-1-1/2' see note 3 2 O OH RATIO Z 1
Design Pressure + _ + - - r -1geZu + - Low-2-1/2' +46.67 x Oo
2A" 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 G+1 C4+1 Medium-3-1/4' +60.0 O
DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 6 10 8 8 8 High-4' +90.0
.. __ P-hook 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+e 7+8 SEE NOTES 1-3
Design Pressure +90.0/-159.5 - +90.01-150.3 +90.0/-138.2 +90.0/-128
23" Head/Sill C6+2 C6+2 C5+2 C5+2 C6+2 C6 S+
+2 C2 5+2 +2 CC6 C6+2 C5+1 C5+1 C6+1 C6+1 C5+1 C5+1 - ---- - ----
30" DLO Jamb 14 12 B 8 14 12 8 8 14 12 B 8 14 1 12 B 1 8 OH RATIO=OH LENGTH
OH HEIGHT
P-hook 9+10 9+1019+1019+10 9+1019+1019+1019+10 9+1019+1019+1019+10 9+10 9+10 9+10 9+10 NOTES:
Design Pressure +90.01-139.4 +90.01-130.9 +90.01-120 +90.01-110.8
29' Head/S1111 C6+2 C6+2 C5+2 C5+2'C6+2 C6+2 I CS+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4'SILL.
38" DLO Jamb 14 12 8 8 14 12 8 8 14 12 8 B 14 12 8 8
P-hook 9+10 9+10 9+10 9+10 B+1g 9+10 g+10 s+10 9+10 19+1019+10 9+10 9+1019+1019+10 9+10 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN
Design Pressure +90.01-125.5 +90.01-117.6 +90.01-107.3 +90.0/-98.7 USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"
m 42' 35" Head/Sill C8+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).
D• DLO Jamb 14 12 8 8 14 12 8 8 14 12 8 B 14 12 6 B SEE TABLE 3A.
c P-hook 9+10 9+10 9+10 9+10 9+1019+1019+1019+10 9+1019+1019+1019+10 9+10 9+10 9+10 9+10
E Design Pressure +g0.0/-115.7 +90.01-108 +90.0/-98.2 11 +90.01.90 1 3)4",3-114"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
48' 41' Head/Sill C6+3 C6+3 C5+3 C5+3 C6+3 C6+3 C5+2 C5+2 C6+2 C6+2 C5+2 CS+2 C6+2 C6+2 C5+2 CS+2 WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER
DLO Jamb 14 12 B 1 8 14 1 12 1 8 1 B 14 12 11le 14 12 8 11 RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN
P-hook 9+10 D+10 8+10 9+1D 9+10 9+10 9+10 9+10 9+10 9+t0 9+10 9+10 9+10 g+1g 9+10 9+10 TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG
Design Pressure +631-83 +77.2/-77.2 +59.81-69.8 +62.61-626 COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE ADJACENT
54' 47' Head/SillC4+3 C4+3 C4+2 C4+2 C4+2 C4+2 04+2104+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C1+2 DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DLO Jamb le B 8 8 10 8 8 8 10 8 8 8 10 8 a 8
P-hook 1 7+8 1 7+8 7+8 7+8 7+8 1 7+8 7+B 7+8 7+6 7+8 7+8 7+8 7+8 1 7+8 7+8 1 7+8
Design Pressure +79.2/-79.2 +73.31.73.3 +661-66 +56/-58 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND
53" Head/Sill C4+3 C4+3 C4+3 C4+3 C4+3 C4+3 CA+3 C4+3 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4*2 EMBEDMENT INFORMATION.
60" DLO Jamb 10 8 8 8 10 B B 8 10 8 B 8 10 B 8 8
P-hook 7+6 1 7+8 7+e 7+8 7+8 1 7+8 1 7+8 1 7+8 1 7+e 1 7+8 1 7+8 1 7+6 1 7+8 1 7+87+81 7+6 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. REQUIRED.
DLO WIDTH=NOM.PANEL WIDTH-7" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL
QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
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.
Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @
Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal FRODUCf REVISM
Heavy-duty Stiles Heavy-duty Stile Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile as cwpt7lag Mitt the FkAJ&
Heavy-duty Astragal Outside Corner Inside It kQg 0-d.
Outside
AmryKanceNe 17uo/y1Zo�,o`)
Corner Corner Eapi�uiiea Hare_-+M�1 X20
Inside
Ms.,'tear. 4rl�i +
Inside corner"I I Corner Oornedre \� L)(f ft
Part#61(Stile) Part 461(Stile) c1�,•• CICENSF••,C�
Part#61(Stile) Part#119(Out.)
Part#61(x2) Part#61 Part#fir part#68(Astragal) Part#61 Part#118(Corner Part#120(In.) Parts#31  Part#fit No.58705 P
Receiver) (Corn.&Fxd Mount) _
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NO FRAME "8+9"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER
SEE JAMB (8)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10
SPLICE REQUIRED @ (PERPENDICULAR TO GLASS SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL
EXTERIOR PLANE SEE TABLE 2,SHEET 7 DETAILS,SHEET 10 FOR REQUIRES"C6" SHEET 10 FOR INTERLOCK 24"MAX.O.C.
NOTE, ) INTERLOCK
THIS POCKETS AND 42"NOM. CLUSTER,SEE
SHEET SEE POCKET g P-HOOK PANEL WIDTH DETAILS,SHEET 11 x
( ) r------_ x x x x x xx x 6"MAX.
JAMB MOUNTING x x x x f x x x x x x x
INSTALLATION, ADAPTER e"MAX. (oj 1 x x x x xx X x x x x
THIS SHEET ANCHORS MIDWAY l I o I' L 3"MAX.
&SHEET 14 BETWEEN P-HOOK I I 4 PAIRS OF
ANCHORS&AT 3" 1 I o x=FRAME x ANCHORS
.: FROM TOP& i 14--`® t0 ANCHORS 96" x (TOTAL 8[74 - —-
BOTTOM o MAX.D.C.I o UNIT 21•MAX. ANCHORS)
ji —1Ile I I 14"MAX.O.C. O.C.
4.051" 8"MAX.TO OPENING m a I 0®=P-HOOK HEIGHT PER JAMB
EDGE OF POCKET SEE $ ®i I o� ANCHORS x x (SEE JAMB
DETINSTALLATION o¢ o I DETAIL
&'Kc', m ®' I o I m o=P-HOOK BELOW)
END PANEL SHEET 14&PART I®I . I � MOUNTING x
ANCHORAGE DETAILS'J'&'K', Icy o, YMAX. ADAPTER
24"MAX. (2 ANCHORS) SHEET 19 FOR $ I I ANCHORS x
P-HOOK 6°MAX• lot--�• x x %x END PANEL
"+2" ANCHORS x x - x x x x x
ANCHORAGE END PANEL x' x. x x z x x x x x x x' 6"MAX. ANCHORAGE(SEE
ANCHORAGE "'� x' x x x x x, „+2' «2" SKETCH BELOW)
(SEE SKETCH BELOW) ��,+2" �•+2" ^+2^ ANCHORAGE
CENTERLINE 8'MAX.,TYP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04"
24"MAX. EXAMPLE:5-PANEL 2 TRACK 90"OUTSIDE CORNER-pXX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN:
O.C. 142"x 96"NOM.PANELS,ANCHOR GROUP C IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE:
NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES: END PANEL ANCHOR EXCEPTION,("+1•ANCHORAGE ONLY): ANCHORS MAY BE ADDED
l 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 DISTANCE TO NEXT AS NEEDED TO ALIGN THE
2)ANCHOR LOCATION SPACING FOR ANCHOR CLUSTER TO BE EXTERIOR HEAD OR SILL IF A SPLICE
QUANTITIES SPECIFIED IN TABLES 1-3SHEETS 6.8: 24'O.C,OR LESS
42" CENTERLINE OF 21" OCCURS AT THE P-HOOK.
NOM. • INTERLOCK HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE MAX.
PANELSEE"C5'CLUSTER SPECIFIED CLUSTER FROM APPROPRIATE TABLES, I.C. FRODUC 19EVt6w
SHEETS 6 8 AT EACH INTERLOCK AND STRAIGHT CENiE 0 WE CF FNO FAAEL d'c•-PITI-9-iW lI.FTo W
WIDTH DETAILS,SHEET IO ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY knlJln�Ced.
FOR INTERLOCK AND CORNER ASTRAGAL LOCATION,PLUS REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR At' 1•ReN•1� !�-ot.7n.or]
SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE CLUSTER IS OVER 24',OTHERWISE ANCHORS ARE NOT 5.64" 8ypk.ibslyte e,
+2"ANCHORAGE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" REQUIREDATTHEMIDSPANASPER THEFIGUREABOVE: l
3.5" O.C.MAXIMUM. 6"MAX. �Art4 P =cao"
CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR
OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE -112-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
+2"ANCHORAGE
ANCHOR PAIR
REQUIRES SEE'C5"CLUSTER END PANEL
CENTERLINE CENTERLINE
"C6"CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE
• DETAILS,SHEET i 1 FOR ASTRAGAL (2 ANCHORS) B"
INTERLOCK ASTRAGAL
i A-
4.051" '—I---, 3.5,. I MAX. � yy yyyllilllll�
•
• 4LJ IV/Vf
• • 'k No.58705
CENTERLINE +2°ANCHORAGE CENTERLINE •+2"ANCHORAGE CENTERLINE
�j *vim—:—_
EXTERIOR �OFPANEL 3 �OFPANEL 4 �OF.PANEL S 8�{
/SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS _ ""'EOF j
fO N.VEIVCIE,FL-76NE ANCHORAGE SPACING PLANS S •' �RIDP.••'G\��.` __ _____
(WI)460.1600 ,.> �A�iSTONAL Ear
r+o+�ex x•.,x CERT.OFAUM.829296 SERIES 670 ALUM.SGO-NON-IMPACT `
JR 04/05/17 C UPDATED FJfA1dPLETO NEWANCHOR OUANIITY. s
A.LYNN
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SGL670 PGT0128 P.E.A 56705
JR 0710/14 m N _-_
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t
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. 2 04"
INTERLOCK I IF NEEDED INTERLOCK•r-, CONDITION,USE
INTERLOCK NEEDED 2.04"
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE I
1.75 EXTERIOR 6"DIAG. I
~ lol.75" 7" 7" 3.5 21"
4"DIAG. MAX.
O.C. EXTERIOR
2.04„
U2.04' g2.04" 21"
I
5.64" MAX.
--
tE-XR - -a- - . 7" EXTERIOR 4"DIAG. 7" EXTERIOR Ur;p3.5" D.C.
1 11 LI IIII
ID �l " 6"MAX. —r
2-TRACK FRAME HEADISILL v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL 5.64" I
A ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK 00-ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 2-TRACK
ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") FRAME JAMB 6"MAX
ANCHOR PAIR
f4-TRACK
A T SP 16 ASTRAGAL ORS-_I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION "DIAG. FRAME JAMB
NTERLOCK4IF NEEDED NT NLNTIQN I ISF INTER'OCC _ri p EXTERIOR ANCHOR PAIR
CENTERLINE I CENTERLINE I C6"CLUSTER DETAIL) CENTERLINE 3.5"
T.
3.5" 3.5"
7"
ANC MAYBE INSTALLED
o - Ig2.0
21" EITHER IN EXT.OR INT.
2.04" 4MAX• TRACK(INT.SH N)4.08" 4.08" O.C.4" NOTES:
1.ALLDIMENSIO SSHOWNARE BASED ON IN.EXTEERIIOR „ EXTERIOR ==t7" 4"DIAG. EXTEnnRIOR 3,5" ALLOWED.3-TRACK FRAME HEAD/SILL �/ 3-TRACK FRAME HEADISILL V 3.5" 6"MAX.
3-TRACK FRAME HEAD/SILL 2.FOR HEAD R SILL SPLICE I
Cad ASTRAGAL OR INTERLOCK I?ASTRAGAL OR INTERLOCK (a ASTRAGAL OR INTERLOCK � LOCATION ANCHORAGE AT i
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 1 3-TRACK FRAME JAMB P-HOO EE SHEET 9. j
ANC ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR
PRODUC f•BEV1li� E
ASTRAGAL OR SPLICE LOCATIO FOR SPLICED Mn plylag,my�
ASTRAGAL OR ASTRAGAL O SPLICE LY: rdwhtc.ft nwift
INTERLOCK IFNEEDED (FOR SPLICE I CONDI Arte
INTERLOCK INTERLOCK�I pi�KNa 17-047.,0'
I CONDITION,USE I USE THIS DETAIL SPLICE LOCATION E-pi,-im pole
CENTERLINE CENTERLINE CENTERLINE )
C6"CLUSTER DETAIL) IF NEEDED ��" I
1.75'- 3.5" 3.5"
►I3.5" 3.5" 7" hu uaa rodurceuatig I
1
2.04" 4"DIAG. 2.04" 4"DIAG. 2.04"
2.04" 5.37"DIAG. + 4"DIAG. f
4.08"
4"DIAG. I 2.04" l\I I I I I I
o LYN�y
EXTERIOR EXTERIOR 7" _� EXTERIOR 7" 3 5" 3.5" `\� (�
ID
.•' \ICENSF '��
v 4-TRACK FRAME HEAD/SILL � 4-TRACK FRAME HEADISILL � 4-TRACK FRAME HEADISILL
C)D.ASTRAGAL OR INTERLOCK Oa.ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK No.58705
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6")
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,'C5") WITH&WITHOUT SPLICE CONDITION --0
0;
7_�`
1070 TECHNOLOGYDMVE �0 S TE F
N. M)aF;X275 ANCHORAGE,EXAMPLE CLUSTERS ;�`5,••.FcoR,DP.-••G?; --- ----
"°"° "°^''°^s CERT..OFAUTH.MM96 SERIES 670 ALUM.SGD-NON-IMPACT � AL
JR OQ/DS/f7 C NO CHANGES THIS SHEET. f I I I I l I l 1
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JR 0720/14 ,ui.nx.�asiars�vm SGD670 NTS 10 w 22 -PGT0128 - C - -- P.E.#58705 -- - -- -- ---- - i -
2.04" 2.04" NOTES:
INTERIOR 2.04 INTERIOR .2.04"
1.ALL DIMENSIONS SHOWN
INTERIOR INTERIOR 7" ARE BASED ON MINIMUM
4"DIAG. 4"DIAG. 8 94" ALLOWED.
6.12" 6.12" 3.5" 3.5' 2.DETAILS DEPICT ANCHOR
INTERIOR INTERIOR
r2�TERU
INTERIO INTERIOR QUANTITY AND SPACING,
90° 3. ' 901 ° EXTERIOR AND WOULD BE IDENTICAL
EXTERIORR 4°DIA
'0
4"DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
"+1"ANCHOR
3.5" 4" 3.5, 4" 3.5" 3 "° 4' r
--
2.04° EXTERIOR"—' 2.04" 7' f7 2.04" EXTERIOR 4 2.04" 7„
EXTERIOR 8.94" - -- -- --
90°CORNER 90°CORNER 135°CORNER 135°CORNER CENTERLINE
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL OF PANEL
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED,"g4D ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C4°) ANCHORS ARE REQUIRED,"C6") "+2"ANCHOR
4.08"
INTERIOR
EXTERIOR INTERIOR 2 04"
4.08' "+1"ANCHOR 4"DIAG.
tF�
4•
INTERIOR 3.5 INTERIOR 7'41' 3.5" I
90° 7^' 135° I _ CENTERLINE
EXTERIOR f OFPANEL
.3 1 3.5" "+3"ANCHOR
4.08" 4.08" 7-
5.37"' G. 5.37" IAG.
CENTERLINE 2.04"
3.5" 4„ 3.5" 4 OFPANEL °
3.5"
EXTERIOR EXTERIOR 7" 4" ON QN + 4"DIAD.
7" ALL " 2"ANCHOR 7"
90°CORNER 135°CORNER EXTERIOR CENTERLINE OF PANEL
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEADISILL lo;--VIEWS 2-TRACK FRAME HEAD/SILL
("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED L INTERMEDIATE ANCHOR LAYOUT
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. pAOnuc r REVi6Ep
o C—Ply%g aith the FI.MA
INTERIOR6.12• INTERIOR 2.04" �n.PCwk
2.04° ACCW"K No 17-642n.O
6.12" 3.5" t.grrw mto
4• EXTERIOR 5.88" CENTERLINE
INTERIOR OFPANEL ,
INTERIOR 90 4 3.5-1135° 2 04" "+3"ANCHOR
AG. 7.
6.12" 4"DIAG. 6.12" C' 3'S" 4.08'
7" EXTERIOR ,
3.5" 4° llllnull
2.04" 4°DIAG. 3'S" 3.5° CENTERLINE r0 .•• •. N
EXTERIOR 7EXTERIOR 4" II ` N N 'i
2.04" I OF PANEL C1�,• �ICENS ��! %
90°CORNER 135°CORNER � Q.:• F '•;!�
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
4-TRACK FRAME HEADISILL *: NO.58705
("C82 ANCHOR CLUSTER REQUIRED ("CS"ANCHOR CLUSTER REQUIRED -
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) INTERMEDIATE ANCHOR LAYOUT
� (3-TRACK SIMILAR) '�0�-••�3T,
p
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JR 07l11Fr4 ,,",� SGD•670 NTS 11 --22----- PGT0128-- - C P.E.A 58705 -- ---—--- - -
INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
EDGE DISTANCE: MIN.OF 3 THREADS BEYOND
EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
I 2-1116"' 2-1/16"` 2-1116"` NOTES:
EXTERIOR 1 1/4^ 114" 1/4" 1.ALL DIMENSIONS
a
MAX• MAX. MAX. SHOWN ARE BASED
_ a SHIM EXTERIOR O SHIM EXTERIOR
SHIM ON MIN.ALLOWED,
EMBEDMENT: i 2.METAL OR WOOD
SEE TABLE A, JJJ i SUBSTRATES MAYBE
SHEET 1 USED FOR ALL FRAME
7SEEOANCHCOR
HOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP.,SEE SMS ANCHOR TYP., TYPES PER TABLE A,
- -— 2X WOODSHEET 1.
TYP.,SEE ANCHOR NOTES ' TYP.,SEE ANCHOR SEE ANCHOR NOTES TABLE A&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
e2-TRACK FRAME HEAD e 'DIAGONAL O.C.IS
E E 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD MIN 4"(HEAD&SILL)
Aw WOOD INSTALLATION Bw WOOD INSTALLATION �METAL INSTALLATION OR 6"(JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP.,SEE DETAILS,SHEETS 10&11.
SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHO"IN07TE�4,
E A&ANCHOR
&TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE ASHEET 1
SEEANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 5,SHEET NOTE5, NOTE 5, THE METAL SUBSTRATE
1(114"MAX.) SHEET1SHEET1
} (1/4"MAX.) (1/4"MAX.) ,.•..
EXTERIOR I EXTERIOR EXTERIOR EMBEDMENT:SEE
2-1/16"` 2-1116"• TABLE A,SHEET 1
2-1/16"' EDGE DISTANCE:
EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
ta 2-TRACK WOOD INSTALLATION 1LATION Ew WOOD INSTE SILL 4a 3-TRACK ALLATION Fw METME SILL 6F*t, AL FRAME
EMBEDMENT:SEE
TABLE A,SHEET 1 PRORUCfREV16M
u
EMBEDMENtoopl��yt MK the nod&
T:SEE tr.rly
TABLE A,SHEET 1 ~I EDGE DISTANCE: AeftA m N!_j7-(2W2'0.,
SEE TABLE A, t'r°°
' METAL TYP.,SEE 1
EMBEDMENT:SEE SHEET1
TABLE A,SHEET 1 I EDGE DISTANCE: TABLE A&ANCHOR N►syrIto, t�
EDGE DISTANCE: SEE TABLE A, NOTE 4,SHEET 1
2X WOOD SEE TABLE A, 2X WOOD O SHEET 1
TYP.,SEE ANCHOR
7719
NOTE 3,SHEET 1 SHEET TYP.,SEE ANCHOR
1 NOTE 3,SHEET 1 2-1/16"'
SMS ANCHOR TYP.,
2-1116^` SEE ANCHOR NOTES
WOOD ANCHOR TYP., 2-1/16" &TABLE A,SHEET 1
SEE ANCHOR NOTES WOOD ANCHOR TYP.,
J\—
SEE ANCHOR NOTES MIN.OF3 `�t1tI1I111I�7
&TABLE A,SHEET 1 THREADS
EXTERIOR I O &TABLE A,SHEET 1 EXTERIOR BEYOND THE ;����� S• ff!
1/4"MAX.SHIM If EXTERIOR METAL
114"MAX.SHIM -�I— SUBSTRATE *: No 55705
1/4"MAX.SHIM I+-
2-TRACK FRAME JAMB 4a 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB - �
WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION ��0 STATIEg.J�-::�` I
1070 TECHNOLOGY "' f I
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AL
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JR 04/01/17 C NO CHANGES THIS SHEET. CERT.OFAUTH.429280 SERIES 670 ALUM.SGD-NON-IMPACT
pe,.,,er• Dara rmnaae mn• — __- — __ --_ __—____Pormm A.LYNN M
JR 02/20/14 ,w,WGMyF6ERVFD 6670 NTS 12—m22--_ _ __FGT0128_—_L"__ --_ —P.E:A ILLERILLER P.E.—
INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SH T 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES:
EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
CONCRETE SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
PER TABLE*SEESEE
ET 1 CONC E CONCRETE SHOWN ARE BASED
A,SHEET 16"' PERT BLE 2.1/16"• PER TABLE 2.1/16"• ON MIN.ALLOWED,
A,S ET 1 SHEET 1 114"
EXTERIO ` MAX' MIN 4GO(HEAD SILL)
} S SHIM OR 6"(JAMB)SEE
EMBEDMENT: 1/4" EXTERIOR 1/4" ERIOR DETAILS,SHEETS
SEE TABLE A, MAX. a MAX. a 10&11.
SHEET'; SHIM SHIM
-- PROPERLYTE ANCHO TYP., PROPERLY SECURED 1X CONCRETE ANCHOR T PROPERLY SECURED'IX CONCRETE ANCHOR TYP.,
WOOD BU ., HOR NOT S& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A.SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1
2-TRACK FRAME HEAD 6E 3-TRACK FRAME HEAD / 4-TRACK FRAME HEAD
Ac CONCRETE INSTALLATION Bc CONCRETE INSTALLATION // Cc CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SEC RED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED�X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOTES& WOOD BUCK TY .,SEE SEE ANCHOR NOTES& WOOD BUCK.TYP., E SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE A,SHEET 1 ANCHOR NOTE 3, HEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SH ET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
SEE ANCHOR E ANCHOR SEE A CHO
NOTE 5,SHEET NOTE 6, OTE 5
1(1!4"MAX.) SHEET 1 HEET
(114'MAX.) 1 (1/ 'MAX.) 1
EXTERIORI EXTERIOR XTERI R
DI
�j
2-1116"' 2-1116 -1116"' CONCRETE
PER TABLE
EDGE STANCE: CO CRETE EDGE DISTANCE: CONCRE E EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 PE TABLE SEE TABLE A.SHEET 1 PER TAB E SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 A,S EET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
ja 2-TRACK FRAME SILL 45Eb 3-TRACK FRAME SILL 4-TRACK FRAME SILL
Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
MBEDMENT:SEE
ABLE A,SHEET 1 mmnUc r REWSM
�C
P 0-2 wIth Me FTneye
EMBEDMENT:SEE < ode
TABLE A,SHEET 1 �1 EDGE DISTANCE: AP`PlumNO1Z-61feo.cj
EDGE DISTANCE: SEE TABLE A, K'pwomw D01e- 7+Z0
RO ERLY SECURED
EMBEDMENT:SEE CONC.lCMU ANCHOR SEE TABLE A, SHEET 1 r �_
X W OD BUCK Tpyo p CmMd
TABLE A,SHEET 1 —� TYP.,SEE ANCHOR SHEET 1 EEA CHOR NOTEE 3 3:,
PROPERLY SECURED EDGE DISTANCE: NOTES&TABLE A, SHEET 1
SEE TABLE A, SHEET 1 2_1!16'
1X WOOD BUCK TYP., SHEET 1
SEE ANCHOR NOTE 3, ONC. MU ANCHOR 2-1!16'
SHEET 1 TYP.,SEE ANCHOR
CONC./CMU ANCHOR 2-1116"' OPERLY SECURED NO S&TABLE A,
TYP.,SEE ANCHOR 1 WOOD BUCK TYP., SHEET 1
SE ANCHOR NOTE 3, CONCRETE CONCRETE `s III 1 r 11j
NOTES&TABLE A, OR CMU OR CMU
CONCRETE SHEET 1 EXTERIOR +', '
EXTERIOR SHEET 1 PER TABLE PER TABLE `�� ��
OR CMU EX ERIOR A,SHEET t,'<%CENSF'•.!(
n PER TABLE A,SHEET 1
V 1/4"MAX.SHIM
A,SHEET 1 1/4"MAX.SHIM I� No.58705
1/4"MAX.SHIM �
ah 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB ah 4-TRACK FRAME JAMB O AIT�o ��
Gc CONCRETEICMU INSTALLATION He CONCRETEICMU INSTALLATION Ic CONCRETE/CMU INSTALLATION �1'•, rV
_. 1070 TECHNOLOGYDRNE �i� �L0111D •.\_��
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_ JR 04/05/17 C NO CHANGES THIS SHEET. \
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JR 02/10/14 uryWams��p _SGo-670- NTS -13 --22- -PGT0128—-- -C - -- -_ 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./CMU ILLUSTRATIVE
SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE
EMBEDMENT: &TABLE A,SHEET 1 26 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) 1-114" IN.EDGE DISTANCE _
DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3,
TABLE A,SHEET 1 EMBEDMENT 2� SHEETS 6-8 FOR
28
SEE TABLE A, P-HOOK MOUNTING REQUIRED P-HOOK
AND P-HOOK
EXTERIOR SHEET 1 ADAPTER CONCJCMU
PHOOK WOOD ANCHOR TYP., fl ANCHOR TYP.,SEE MOUNTING ADAPTER
SEE ANCHOR NOTES V P-HOOK ';': :c: ANCHOR NOTES&TABLE ANCHOR QUANTITIES.
&TABLE A,SHEET 1 CONCRETE LE EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE
ALSO SEE TYP. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9.
( EDGE MIN. A,SHEET 1
ILLUSTRATION,SHEET 9) EDGE DISTANCE ILLUSTRATION,SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS
J" PARTS#18,#20,#22 OR#24, Jc PARTS#18,#20,#22 OR#24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETEICMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP., P-HOOK MOUNTING
SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONC./CMU
NOTE 4,SHEET 1; EMBEDMENT:SEE ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE
MIN.OF 3 THREADS TABLE A,SHEET 1 I~ ANCHOR TYP.,SEE
BA,SHEET 1 ANCHOR NOTES&TABLE
BEYOND THE METAL ANCHOR NOTES
A,SHEETI
SUBSTRATE 28 &TABLE A,SHEET1 EMBEDMENT: (ALSO SEE TYP.
(ALSO SEE TYP. SEE TABLE A, ILLUSTRATION,SHEET 9) DIXf REVISM
ILLUSTRATION, SHEETI 26 bmCd 00099-ith frc F1n64,
EMBEDMENT: SHEET9)
n«cwumrvoED E
I -oY2o.og
SEE TABLE A, TABLE ASSHEET 1SEE IN.EDGE DISTANCE
SHEET 1 u
re_ ti
i]MM mdCoauvl• -
30 30
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR
SEE ANCHOR NOTES n ANCHOR TYP.,SEE R
&TABLE A,SHEET 1 V ANCHOR NOTES&TABLE �7
(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 �' Y LYNN
Kw PARTS#19,#21,#23 OR#25, �` N i
Kc PARTS#19,#21,#23 OR#25, � 0..........}GENS
(SEE TABLES 1A,2A&3A MOUNT MOUNT
(SEE TABLES 1A,2A&3A
ONLY ONLY No.58705
FOR WATER RATINGS) FOR WATER RATINGS) �*; _
_ �j " —
a fll a,
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10707ECNNOLOGYDRIVE m1tl�p6i � O •. S A
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(9ery�eo-rsao ,. - . - ' ........• .
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CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
MAX. NOM.PANEL WIDTH
HEADER DETAIL'N, DLO TYP.PER TABLES 1-3
SHEET 18;INSTALLATION WIDTH INTERIOR
DETAILS'AW&'Ac',�
EXTERIOR
SHEETS 12&13
90°
PANEL PANEL
PANEL 'TYPE TYPE PANEL CORNER DETAIL'NZ,
TYPE OS' 'AS' TYPE SHEET 19&CORNER
'A' 'K' ANCHORAGE SHEET 11 —--
NOM. MAX.UNIT
MAX.. PANEL MAX. HEIGHT INTERLOCK DETAIL
PANEL WIDTH TYP. DLO PER 'M',SHEET 19 '
HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR
NOTE 2 TABLES 1-3 1-3
�\ X JAMB DETAIL GT,SHEET
-✓ x x 18;INSTALLATION DETAILS
GW&'Gc',SHEETS 12&13
SILL DETAIL'D',SHEET 18; 90°
INSTALLATION DETAILS EXAMPLE:90e INSIDE CORNER,4 PANELS-XX/XX
'Dw'&'Dc',SHEETS 12&13
DLO WIDTH=NOM.PANEL WIDTH-7"
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
SILICONE PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
BY OTHERS
1'RoaUC f Revmm
. #8 X 1" a.Nopl7lee wlt6 the"Nid►
#10 X 1-1/2" PH SMS ls•Nias Cao
PH SMS Amepaace NoE%grmi-v out*
PANEL CORNER FRAME CORNER
DETAIL DETAIL
NOTES: \��` Ot,Y LYNN
1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6-8 FOR MAX. ���•''or-
PANEL
ICPANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS.
2)(1)LOCK(ITEMS 76&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. No.58705
3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES.
10707ECHNOLOGYDRIVE
N.VENICE,FL 31275 ANCHORAGE DETAILS/EXAMPLE ELEVATIO %�F'••.FioRIDP.••'•\��`__
CERT.OFAIaTM429296 SERIES 670 ALUM.SGD-NON-IMPACT 16M ���Sis�O�/INAL
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�T' -- P.E.#58705
JR 0720/14 w.wcrosr+Esemm ---- --- -- -- — --
CON FIG. EXAMPLESINTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
-'M',SHEET 19 OPERABLE JAMB DETAIL'GY,SHEET 18;
-��INSTALLATION DETAILS'Gw'&'Gc°,SHEETS 12&13
§E� HEADER DETAIL'A',SHEET 18; Mme'
JAMBDETAIL'G2', ASTRAGAL HEADER
SHEET 18;INSTALLATION DETAILS TV& 18;INSTALLATION DETAIV
INSTALLATION DETAILS'Aw'&'Ac', DLO
JAMB DETAIL'(33',SHEET
DETAILS'Gw&'Gc', L2,SHEET 19 'Aw'&'Ac',SHEETS 12& SHEETS 12&13 TYP 18;INSTALLATION DETAILS
SHEETS 12&13 / 90° �'G,J&'Gc',SHEETS 12&13
1 K •
PANEL PANEL PANEL PANEL A
TYPE TYPE TYPE TYPE PANEL
'PANEL PANEL PANEL
ou
o 0
-- 'R' 'L' 'D' 'A' TYPETYPE ,K, h INTERLOCK DETAIL
MAX. �, Qg• MAX. 'M',SHEET19UNIT UNIT
PA EL HEGHT SILL DETAIL NOM. / HEIGHT 90'DETOAILTN SHEETSIDE E9&
/ WIDTH TYP. PER 'D',SHEET PANEL PER
MAX. SEE TABLES MAX / SEE CORNER ANCHORAGE
DLO PER NOTE 2, 1-3 78' DLO WIDPERTYP. NOTE 2, TA1-3-ES SHEET 11
HEIGHT TABLES 13 INSTALL SHEET 15
SHEET 15 DETAILS HEIGHT TABLES 1-3 INTERIOR
�3 �., 'Dw'&'Dc',
p X X SHEETS 12 b a a EXTERIOR NOM.PANEL
( &13 , x X X X WIDTH TYP.
PER TABLES
MAX.UNIT WIDTH SILL D AIET L'D',SHEET 18; 1 3
SEE FRAME& MAX.UNIT WIDTH
PANEL CORNER EXAMPLE:0X= INSTALLATION DETAILS MAX.UNIT WIDTH
CONSTRUCTION
DETAILS SHEET 15 2-TRACK 'Dvv&'Dc',SHEETS 12&13 EXAMPLE: 90e OUTSIDE CORNER-XX/XX(2-TRACK)
JAMB DETAIL'11',SHEET 18;
ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'&
L2,SHEET 19� —1 INTERLOCK DETAIL'M',SHEET 19 Ic',SHEETS 12&13
1 HEADER DETAIL'C',SHEET
/// 'HEADER DETAIL
JG AMB DETAIL'H2',SHEET P-HOOK DETAIL•J'&•K'•SHEET 'B',SHEET 18; 18;INSTALLATION DETAILS
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw, INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION Cw'&'Cc',SHEETS 12&13
'HW&'Hc',SHEETS 12&13 Jc','Kw'&'Kc',SHEET 14 DETAILS'Bw'&'Bc', DETAILS'Iw'&'Ic',SHEETS 12&13
SHEETS 12&13 weouue r REvyseo
� — MAX.UNIT WIDTH MAX.UNIT WIDTH �I arampyMKa1M tlrcFln�da
----- Ampla—Na 17-04 •05
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PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE
i M' 'F 'F' 'P' 7
'R' 'L' 'M' F MAX. NLaMOriAr uctGale�
MAX.UNIT NOM. NOM. UNIT
HEIGHT / / PANEL / °z i i / / PANEL / HEIGHT
PER WIDTH TYP. F i MAX I WIDTH P / TABLES
TABLES MAX. PER a ss
1-3 DLO NOTE 2 TABLES 1-3 4 SEE
2 DLO TABLES 13 1-3
HEIGHT SHEET 15 y i SHEET 15 HEIGHT
a E:>
L �3rEN&,`- V,/
o x x x i x x x 0 �pNV LYNN
EXAMPLE:OXXXp SILL DETAIL'S',SHEET 18;lJ EXAMPLE:XXXO SILL DETAIL'F,SHEET 18; =* NO.58705
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK, BY-PASS) INSTALLATION DETAILS -
Fw'&'Fc',SHEETS 12&13 /y
Ew'&'Ec',SHEETS 12&13
f070TECHNOLOOYDRIVE QT'. TAig F :•�(/�� `r
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1
PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER INT CORNER
FU(ED LOCKSTILE ASTRAGAL ASTRAGAL EXT CORNER
INTERLOCK INTERLOCK Box OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 9D RECEIVER 35 RECEIVER 35 RECEIVER
TYPES OUT IN STILE WIHANDLE BOX OUT BOX IN WIHANDLE W/HANDLE W/HANDLE WIHANDLE W/HANDLE WIHANDLE 90 RE
W/HANDLE W/HANDLE
c�}�`'' #118 #118 #31 #31
-fl
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SINGLE
INTERLOCK
F PP K m L TR TQ TC TA TV TW
CK
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INTERLOCK �- B E P A C IC SQ SC SA SV _SW -_ - -- ---
-
STILE RR R S S FD FC FV FW
LOCKSME
HAND. J1 J�� I I
W/HANDLE �,J M. V V
(Box OU7) (60X WJ
w ASTRAGAL
a BOX OUT grLR PANEL NOTES:
WI HANDLE (6oxou0 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL
ASTRAGAL P SIZES&DESIGN PRESSURE.
Box IN N LEFT 41NTERI011 RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
W!HANDLE (e0.Y0v)
J PANELPANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
P: ASTRAGAL T U STILE EXTERIOR STILE AND ARE NOT AVAILABLE.
Box our 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES
F (#61),CORNER RECEIVER(#118)AND EITHER
PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND
ASTRAGAL � T U EXTERIOR(#119)OR INTERIOR(#120)CORNER
W
(L( Box IN APPLICABLE STILElASTRAGAL REQUIREMENTS. ASTRAGALS.
J INT CORNER R T Cl 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES
90 LOCKSTILE (#61)AND CORNER ADDON(#31).
J W/HANDLE#120
w EXT CORNER C SILL RISERS OPTIONS' 232" �I~ •232"
Z 90 LOCKSTILE QT QV
Q W/HANDLE#119/ll� -�I I'�- .232' EXTERIOR EXTERIOR ,082°
EXT CORNER#61 232" EXTERIOR II (�'�
90 RECENER ! T [ _J EXT R .062" `>- 4.055" f'ROOUCf 8EYP6✓�
WIHANDLE VVV vV .062' 3.305" ascomPWoll ahY tlrc PlwY►
#118 2.555' � oL Csde
INT CORNER#fit 1.567" Amptuem No 17�Dy2e•02
90 RECEIVER A T A V DF .°62" F41' " "- -,�� .
WI HANDLE #1 � 6
EXT CORNER #116 CF �FLUSHISERZFL'AT" 2D LOW,2-1/2'
,FLAT 22 MED ULL IME3-1F4"AT 24 HIGH,SILL RISER,
ER,FLAT ''�� ' C°'�"4
90 RECEIVER.
750°
EXT CORNER #_1 C r__ ,750' EXTERIOR I~
'EXT
VT VV VF
WIHANDLE #61 - I•� .750" EXTERIOR .062"
INTCORNER #91 EXTERIOR
EXTERIOR I (� ,062'
35 RECEIVER wT WS WF a I .906' a .062" `r 4.055'
W/HANDLE #61 .062' 3.305'
2.555°
1.547' 1 Hml
�. NY LSILLRYNN�i
1s FLUSHISER2BOXI• 21 LIOLW ZIS ,BOX 23 MEDIUME3-1 4SILL RISR, oX SILL 25 HIGH,4"ER,BOX :: No.58705 '-
: *_
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 -
--- _ _ �o
1070 TECHNOLOSYDRIVE
N.VENICE FL34276 PANEL TYPES - �S•'•.�ORIDP,••'��\,._..__ ____ -- ,
(947)460-1609 ima i/ S (•7 .
a" CERT.OFAUTH.1129296 SERIES 670 ALUM.SGD-NON-IMPACT �ONAL SNN
JR O4/05✓17 C NO CHANGES THIS SHEET. I I 1
m% - —__ ___ mrmwnroanr Srru�"h .sac smr w..00rax 9..- A.LYNN MILLER.P.E.
1_11
0n 1 6>_- _
JR 02/20/14 r'aro�rvEn- -- WD-570 - -NTS -17-d 22- - PGT0128 - C - - P.E.#567°5
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 106 FULL PANEL JAMB LENGTH
60 OR 61 105
LOCK PART
ULL LENGTH 14
75&107-1 t 17
jq6-LONG
FJAMB
&E0OR 61 5 2-TRACK JAMB 60 OR 61165
G12-TRACK JAMB (SHOWN 5 SEE DETAIL G1
CLIP#105 WITH FOR FIXED
PANEL CLIP LOCKPAR
W/RETAINER#106 DPANEL)E 80 75&107-11
IDSPAN (SHOWN WITHFIXED PANEL TO LOCK PART SEE DETAIL G2 _THE INTERIOR) EXTERIOR 103 113 75&107-11D 103 FOR FIXED 5 703 6D OR 61
EXTERIOR PANEL CLIP
14 15 5
® 0 ® 16
17
#10 X 314• 123 FULL LENGTH G2 40 e0 OR 61
SMS,X 3 OF JAMB 2-TRACK JAMB 2-TRACK JAMB EXTERIOR �L EXTERIOR EXTERIOR EXTERIOR
ID
CLIP#80 OR#105 51 52 Wt SCREEN �v/
6"LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
80 (SHOWN WITH H1 (SHOWN WITH Hz (SHOWN WITH It (SHOWN WITH 12 _(SHOWN WITH
MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
8o OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
-F EXTERIOR TLEXTERIOR
2 v
112
3 4
45 5 113 5 113 5
52 51
69 EXTERIDR g9 EXTERIOR7�— I—P g9
EXTERIOR 53 ETQR
PROBUCT$ !
SHOWN WITH /SC
®2-TRACK WREEN ®3-TRACK ®4-TRACK MAX.UNIT "O� °R'�6c�s
OPT.SCREEN A FRAME HEAD B FRAME HEAD C FRAME HEAD HEIGHT PER Aba+dln�Cad� S
arptoace No I7�ap.y�., .,� i
TRACK TABLES 1-3 6aPlrn*w Osle�-�•!-�o?-p
8iorear �d��1 cuoo
53 gg 69 89
EXTERIOR EXTERIOR v
52 51 72 OR 73 72 OR 73 72 OR 73 '
46 11
113 9 1D
11 11
48 47 e 8
EXTERIOR 112 5 113 113
a
5 5 ..LY.NAt
i
®2-TRACK W/SCREEN ®3-TRACK ®4-TRACKp
Q:
0 FRAME SILL E FRAME SILL F FRAME SILL _*; No.58705
i
- - 1070 �IA
ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 7ECHNOLOOYORIVEN.VENICE,FL 34276 VERTICAL SECTION DETAILS �i F '• ORIDP.•'' \�:
1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. �et)aso tsao 'i�S/ p1C-) t
�^"'' CERT.OFAUTN.629296 SERIES 670 ALUM.SGD-NON-IMPACT 11,11 M00\
---- - - JR 04PoY17 C_ _N_O CHANGES THIS SHEET.
cmnurrrromn s.ie� 'm' ' �"wN° fl01 A.LYNN MILLER,P.E.
JR 02/10/14
RIT 300670 --NT$ —18--^�-22- FIG -�.-_ __P.E.#¢8705_ _ __
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 61 113 116
28 28 7
30 113
27 63 27 83 11
26
60 OR 61 80 OR 61 103R�XTERI.
29
29 14
120
--- -- ---:— 85 85 5
E
ID EXTERIOR 111 52 EXTERIOR 111 62 90` RP-HOOK FOR FLAT SILLSP-HOOK FOR BOX SILLS EXTERIOR INTERIOR EXTERIORQ (EXT.OR INT.MOUNT) ®K EXT-MOUNT ONLY INTERIOR
90° LOCK PART
LOC;r7al
103 LOCK PART 75 8 107-11
758 758107-110 61 5 ®INTERLOCK
M
14
113
61 118 5 113 11
7jEX4TER11QR RIOR
113 103 119,5EXTERIOR 7
68
'ITEM#61(HEAVY-DUTYSTANDARD ASTRAGAL ,
SHOWN,ITEM
L1 WITH STANDARD STILES#60 e CORNER INSIDE ER STILE)WITH HEAVY-DUTY STILES#61 N1 2 TRACK SHOWN N2 2-TRACK SHOWNT
( ANARD STILE)ALSO
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN APPLICABLE,SEE TABLES
(BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED 1-3,SHEETS 6.8 FOR DP
TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) (PSF)ASSOCIATED WITH
STILES.
4 INTERIOR lRtDIt11C f REvim
c—pwn of the FbEj a
31 twtaiac bean
LOCK PART A.cpteece No
4INTERIOR 7581D7-11 E+pitartkaDa� �o
5 5 h, ?a�� ,•L4•+k
135° 4 INTERIOR M>."'1t+.t4 rodad Cooled
11
7
t
135°
14 5 61 32
103
61
ID EXTERIOR 61
32 11 5 111t II1II I1
LOCK PART1D3 61 EXTERIOR 7 �`0 (jtV L NAI 777i
75 8107-110 31 14 135°INSIDE CORNER �� ��••.�I.....
02 2-TRACK SHOWN
135°OUTSIDE CORNER _rt No.58705
D1 2-TRACK SHOWN _
-- - roMNE
w�WCE,FL y4 5 HORIZONTAL SECTION DETAILS,CORNERS ;�`S,'•°<oRIDP.r'G\2;
mer. tea CER OFAUM.42AM SERIES 670 ALUM.SGD-NON-IMPACT �S/ONALIEN`�� '.
- JR 04/05/17- —C___NO CHANGES THIS SHEET.
c�xrtrremr a'�*bOeC �'' s"°°` m°i0yf1 ""' A.LYNN MILLER P.E.
om.maY Data crwoee uma vcranusrwEs nc. ® — a
JR 02/20/14 ,ur.xyHrsrayemEu 9GD670 NT$ �9 22 PGT0928 C - - .P.E.#56705
Item PGT pGT# Description Item PGT pGT# Description NOTES:
# Dw .# P # Dwg.# P 1)ALL ALUMINUM=6063-T6
1 17306 617308 2-TRACK HEAD 60 17325 617325 PANEL STILE
2 17303 817303 2-TRACK HEAD WITH SCREEN RAIL 61 17326 617326 PANEL STILE(HEAVY DUTY) 1 ITEMS it 33-39.T USED
fiQ AND
84-99, ,1
3 17309 817309 3-TRACK HEAD 82 17327 817327 INTERLOCK ADAPTOR 121 8,122 ARE NOT USED AND ARE
4 17312 617312 4-TRACK HEAD 63 1225 61P248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL.
5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL ENO WEATHERSTRIP PAD 3)USE OF#12 OR#13 REQUIRES
fi 1 17317 617317 FRAME HEADIJAMB SCREEN ADD-ON 65 1 17328 817328 INTERLOCK SCREW DOVER MIN.#10 SMS OR 3116"MASONRY
7 17306 617304 2-TRACK SILL 67 17329 617329 ASTRAGAL ANCHORS @ 24"MAX.O.C.
8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL
-- 9 17307 - 617307 3-TRACK SILL 69 17324 617324 TOP&BOTTOM RAIL
10 17310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLOED)
11 17313 817313 FRAME SILL TRACK INSERT 71 1695 71695 1-1/2"X 1"X374"HIGH FIN SEAL DUST PLUGS
12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 78153X TANDEM ST.STL ROLLER ASSY.
13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY.
14 17305 617305 2-TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR GE-7700
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE
16 17308 617308 3-TRACK JAMB 76 71032XIFPFX #1632 X V FL.SS SCREW W1 TYPE"F IIP
17 17311 617311 4-TRACK JAMB 77 7103239 1032 STEEL ZINC U-NUT
18 17372 617322 SILL RISER-FLAT,FLUSH,1-1/2' 78 17358 617358 3116&114'BEAD
19 17319 617319 SILL RISER-BOX FLUSH,1-1/2" 79 17357 617357 V IG BEAD
20 17321 617321 SILL RISER-FLAT,LOW,2-112' 80 17359 617359 7116'BEAD I FO@D PANEL CLIP
21 17318 617318 SLL RISER-BOX LOW,2-112" B2 1224 6TP247K VINYL BULB WEATHERSTRIP
22 17355 617355 ISLL RISER-FLAT,MEDIUM;3-114" 83 61745 1745 LOWE INC,112"X 1116'SGL.SIDE ADH.TAPE,POLYETH.
23 17354 617354 ISILL RISER-BOX MEDIUM,3-114" 100 8052 48052 ROLLER ADJ.HOLE PLUG
24 17323 617323 SILL RISER-FLAT,HIGH,4" 101 72087 JAMB BUMPER
25 17320 617320 SILL RISER-BOX HIGH,4" 102, 1696 71698 DUST PLUG
26 17333 617333 POCKET P-HOOK 103 8188 78186X 1"KEEPER
27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 653 7SDKEEP SCREEN LOCK KEEPER
28 17334 617334 POCKET P-HOOK MOUNT 105 17344 617344 FIXED PANEL CLIP-6"LONG
29 17335 617335 P-HOOK COVER 108 17352 817352 FVED PANEL RETAINER-9/16" '
30 17348 617348 POCKET 1-HOOK FOR BOX RISER 107 1739 71739 HANDLE KR-INTERIOR RAISED WITH THUMB TURN,USED WITH#75
31 17376 817376 135 CORNER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE,USED WITH#75
32 17378 817378 135 FINED MOUNT 109 1731 78162SN HANDLE KIT-RECESSED INT.WITH THUMB TURN,USED WITH#75
ITEMS 4053 ARE SCREEN PARTS: 110 1732 78178 HANDLE KR-RECESSED EXTERIOR PULL,USED WITH#75 PROOUC r 8EVISM
40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 111 710X34PPSDAX#10 X3/4°PH.PN.TEK-S.S. "Nmt#Y/aY wNh the r dde
bnal:a�ea.r.
41 7LOCKWGSK SCREEN LOCKSET 112 1235 87518 WSTP,.270 X.170-FIN SEAL Amptaace No 17-0b 2e•D
42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .187"X.230'FINSEAL Fapiretlar Date
43 8152 68152 SCREEN INTERLOCK ADAPTER 114 710X115PPX #10X1-1/2" b..I
44 4426 64428 SCREEN DOUBLE INTERLOCK 115 710mPT #10 X 1' M.Cay Atit1v P+W1KY L'ettltA i
45 4317 612256 SCREEN TOP RAIL 116 720XIX #14.20 X I"S.S.
46 4318 612257 SCREEN BOTTOM RAIL 117 72OXI 12X #14.20 X1-112"S.S.
47 668 7SRAZ STANDARD ROLLER 118 17336 617338 90 DEGREE CORNER RECEIVER
78RAX STANDARD ROLLER-ST.STL. 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL '
[4E94344 64344 SCREEN ASTRAGAL 120 17338 8117338 90DEGREE INSIDE CORNER ASTRAGAL
617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 617352 FUND PANEL RETAMER,7/8'
61692 SCREEN SPLINE-.165'
61694 SCREEN SPLINE-.150°81816020 SCREEN CLOTH � N117'X4'X 1116'SET.BLOCK,NEOPRENE 85+15 V X 4"X 1/16-SET.BLOCK,NEOPRENE 85+/S S
*: N0.58706
_ ���••� EOF ••OC1��
1070 TECNNOLOGYDRIVE ,
M VENICE,FL 51275 RTS LIST %,FS •'.��ORIDP.•' ����
(911J4a61so# n. � 0NALI�NG`�\ — ----
o.r n wyLL CERT.OFAURL OWN SERIES 670 ALUM.SGD-NON-IMPACT
JR 04/05117_ _C_ NO CHANGES THIS SHEET. d"raaense�a' "-ys� eti.e —'1- tb.: A.LYNN MILLER,P.E. I
a„�� °d redo° °� ^* ^ uG a sGDB70 NTS -20-d22 PGT0128 C P.E.#58705
JR 02120114 w-wtwrsa o -- - - - - ---- ------ -
5.069" 6.562" --� 1.36"
0.080"
1.872"
1.211" j_L_u__l 1.505"
0.081" 1.019"
0.062•
0.081" O2-TRACK HEAD t0 4-TRACK SILL 0 081" 40 SCREE
(6063-T6 AL) (6063-T6 AL) STILE
6.196" (6063-T6 AL)
-- -- - -- - 6.198" 6.526„ 5.069„
-{ 0.080" -� .045"-rTTF-M -- - -
1.211" 1.505" r I
1.993"v-
4.49"
0.062"
0.081"
02-TRACK HEAD W1 SCREEN TRACK O3-TRACK SILL
T6063-T6 AL)
(6063-T6 AL) (6063-T6 AL) 1a 2-TRACK JAMB 45 SCREEN
(6063-T6 AL) TOP RAIL
7.105" 2-TRACK JAMB WI (6063-T6 AL)
6.221" t5 SCREEN TRACK
0.080" (6063-T6 AL) 1.36"
5„ F� 0.875"
+1" I
50
1.36"
1.993"
0.081" 0.062"
O3 3-TRACK HEAD Os 2-TRACK SILL W/SCREEN TRACK 0.081" .�--
(6063-T6 AL) (6063-76 AL) SCREEN
as BOTTOM RAIL
�- 1 0.0819.142" "
0.080"
1.505" 7.105" ►uooucrREVmW
1.211" �c�Phme+iw�e Floeya
trorlioK Code
AMP-,No 17-OLf?&.Os
0.081" 9.141" �W�ra rvtc y
O4-TRACK HEAD 7O2-TRACK SILL
.(6063-T6 AL) (6063-T6 AL) 1 -
1.514" 1 0.060"
0.062" L
0.532" 0.760" j
! 0.060" - 1.990" I
1.516'
�nII
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN LYNN
{606376 AL) 12 6063 T6 AL 13 6063 T6 AADD-ON END L) 1s 3-TRACK JAMB `�����•Vic St
( ) ( ) (6063-T6 AL) Q:.
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS _*:' Na.58705
OR 3/16"MASONRY OR 3116"MASONRY t7 4-TRACK JAMB
ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (6063-T6 AL) = b
-- 1070 TECHNOLOGY ORIVE °°" `� -O,n: sTA 10➢ ,-''•��'��
N.VENICE,FL 76 EXTRUSIONS %F ' '�ioRTDP..•' \�� ___ _ _ _
SEE SHEET 17 FOR SILL RISERS. nH11a60-1600 ,, �SS� ' •••• ' N `�
o.� CERT.OFAUTH.WMW SERIES 670 ALUM.SGD-NON-IMPACT '17,��IN'A1tI t �G
--JR 04N5N7 -C-- NO CHANGES THIS SHEET:_ carrxmiRomn__ '*fO00G O1eib4"' R°" A.LYNN MILLER,P.E.
rn..R'l" aedme a"m: ® E
JR 02W14 ,°,u°rR . SGD-670 NTS -21 d 22 PGT0128 C _ P.E.#68705 __
0
0.718" �I 0.83"
2.304° � 3.802°
0.752"
3.802" � � �{
0.752" I 0.885'
0.574" 0.796" 1.163"1
0.062" 0.080" 0.062" L
0.264" � 0.233" 0.062"
0.075"
FRAME SILL P-HOOK MOUNTING P-HOOK SCREW
5 t1 - 28 P-HOOK 28 29 30 P-HOOK FOR BOX RISER
SCREW COVER OTRACK O QADAPTOR OCOVER 0.080° O
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
4
[:�Z
.155" 4 - ----- -- -
2.30" 1.488'
1.739"
0.080" 1.303"
0.830" 0.062' 1.600 tL
1.600 0.062"080" 1.870" Fes- � 1.888"
Tj
016" 0.325"
1.92 44° 3.125' 3.125" 0.062"
3t V1
135°CORNER 32 135°FIXED sz65 INTERLOCK INTERLOCK
MOUNT so STANDARD STILE et HEAVY DUTY STILE
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-76 AL) ADAPTER SCREW COVER
(6063-T6 AL) (6063-T6 AL)
3.979" � 3.979'
4.125" - y
JLL
1.050" 1.050" 1.050"
0.075'
0.075" 1.845" 0.062' 1.304'
1.645" 289"
.611" 849"
045"
.045" -4
4
0.125"" 0.281"
3.25' � 045" �I�
Os7 STANDARD ASTRAGAL 65 HEAVY DUTY ASTRAGAL ss TOP/BOTTOM RAIL79 GLAZING s0 7116"GLAZING 7s 3/16"&1/4"
(6063-T6 AL) O(6063-T6 AL) O(6063-T6 AL) O BEAD(I.G.) OBEAD,FIXED O GLAZING PRowraEvmw
(6063-T6 AL) PANEL CLIP BEAD aa-ll*ewitk the 7a"
(6063-T6 AL) (6063-T6 AL) bu411ng6u&
1.003" Amwsam Na 1 -04 ZO•o j
EapftaEi4a pate /Le ��
1.03"
4" 5.621" Msau'Ih�dV 1 nMericaclM
0.757" 0.080
0.050"
105 FIXED 0.709" 2.893° 0.133'
PANEL CLIP 1.498° 0.133" 1,498"
(6063-T6 AL) ,
0.080"
550" 0.863
FIXED PANEL 5.621" 4° I f I l I 111
0.709" t23 Q 0" VV LYN/v
RETAINER,7/8" t2o 90°INSIDE CORNER ASTRAGAL
0.080" +IFt (6063-T6 AL) 2'826" 11s 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL)
�2<.•' .......... � 1
FIXED PANEI Lt 1s 90°INSIDE/OUTSIDE (6063-T6 AL)
_ Otss CORNER RECEIVER _ * No.58705 *_
RETAINER.9/16° *,
(6063-T6 AL) (6063-T6 AL) _ D �� _
�I �,_ i
- -- ix
1070 TECNNOLO4YORNE ei°f'� �0,�'• STA OF !(j
N.VENICE,FL 39275 EXTRUSIONS F ••:`;<ORIp?•.•_•'`
(941)4841600 �i ZONAL
CERT.OFAV71L d2 M SERIES 670 ALUM.SGD-NON-IMPACT 7 ENS ;
ft0 Wb: R"v61we• 7 ``
-- - JR 04/D5/17 C-- NO CHANGES THIS SHEET. __ - � -'? ® may, say - uv.°vw A.LYNN MILLrK P.E.
--JR"" 10 "i0d1f f°T1ND191R1�P'� SG0670 NTS 22 a 22 PGT0128 -C - P.E.858705 - I
JR 0220/14 .w.wnrn"r+asEaven - - -- -