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MUM„�, I FL#. "==-rApplication Type Re '
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGT Ind
Address/Phone/Email 1070 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
irosowskj@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
i
Quality Assurance Representative
Address/Phone/Email
Category (iL
Subcategory mblies
Compliance Method n
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
i
Product Approval Method Method 1 Option A
Date Submitted 03/15/2016
Date Validated 03/22/2016
Date Pending FBC Approval
Date Approved 03/22/2016
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Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
251.1 SGD-670(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251-R2 C C3.
AC 15-70114pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/07/2020
Design Pressure:N/A Installation Instructions
j Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 11 15-1.013.14.udf
t product performance information,�type, Verified By:Miami-Dade BCCO-CER
size,and spacing information Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.2 1SGD-670HP(Non-Impact) Aluminum Sliding Glass Door +
Limits of Use Certifi ertificate
Approved for use in HVHZ:Yes ...I R2'. C car_ 15- 6.07 HP.odf
Approved f use outside HVHZ:Yes Quality Assurance Contrac Expiration Da
Impact Re Stant:No 03/24/2020
Design Pre sure:N/A Installation Instructions i
Other:Plea a see Miami-Dade County Notice of Acceptant (NOA for FL251 R27 II 15-0106.07 HP.odf
product perfo ante information,anchorage details,an nchor ty e, Verified By:Miami-Dade BCCO-CER
size,and spaci Information. Created by Independent Third Pa
15-wation Re or
Created by Independent Third Party:
251.3 SGD-680(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
l Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0609 11.pdf
! j 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 R.27 11 15-0609.11.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:
251.4 SGD-770(Large Missile Impact) WInGuard Aluminum Sliding Glass Door I
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-1013.15.1)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 R27 II 15-1013.15.1)df i
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
{size,and spacing Information. Created by Independent Third Party: 1
{ Evaluation Reports IIII
Created by Independent Third Party:
251.5 ISGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0106.08 HP LM.pol'
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
j Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 11 15-0106.08 HP LM.pdf
i 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:
251.6 SGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0106.09 HP SM.od`
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 II 15-0106.09 HP SM.odf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.7 jiSGD-780(Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R27 C CAC 15-0903.09.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/02/2017
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 II 15-0903.09.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:
251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door j
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0609.10 DR.ndf j
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/22/2018
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 i; 15-0609.10 DR.ndf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.9 SGD-3030(Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R27 C CAC 15-0612.06 LM.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
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I
Florida Building Code Online Page 3 of 3
Design Pressure:N/A Installation Instructions 1
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 II 15-0612.06 LM.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.10 SGD-3030(Small Missile Impact) Architectural Systems Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0612.07 SM.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 II 15-0612.07 SM.ndf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251_R27 C CAC 15-12_I,Q 9..pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/21/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NCA)for FL251 R27 I' 15_1210.02.Ddf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports j
Created by Independent Third Party:
{251.12 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251. R27 C CAC 15-1210.01.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/14/2021
j Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL.251 R27 Ii 15-1210.01.ndf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Cooyrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
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:
'. I £Ch.E..:
Credit Card
Sate
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http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 7/19/2016
i
MI®RADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
j 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 Tel Drive,
Nokomis,Fl.34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this
acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approve i e herein,and has been designed to comp lorida Building e,
including the Hi elocity Hurricane Zone.
DESCRIPTI : Series"SGD-670"Aluminum Sliding Glass Doors w/90°&135°corners-NI
APPROVAL DO T:Drawing No.PGTO128 Rev A(former PGT0001 Rev C),t' cries 670 H.P.
Alum SGD-Non-Impact",she 1 t roug a e 02-02-14 and last revised on
10/08/15,signed and sealed by Lynn M' r,P.E.,bearing the Miami-Dade County Product Control Revision stamp
with th Notice of Acceptance nu and xpiration date by the Miami-Dade County Product Control Section.
MISSELE IMPACT RATIN :None: pproved Hurricane Protection devices,complying w/FBC,as applicable
are required.
Limitations:
1. Max eight(8.)panels configuration unit is allowed,having max nominal panel size not to exceed tested height&
width per tables 1 thru 3. See sheets 6,7 and 8 for Design Pressures(DP),glass types,Sill type for Positive DP
limits,applicable Standard or Heavy Duty parts and anchorage requirements. See sheet 10 for straight configured
units and sheet 11 for corner units.Pockets&Egress requirements to be reviewed by Building official.
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and
following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there.has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,
for sales,advertising or any other purposes sliall automatically terminate this NOA.Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
I
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#14-0123.11 and consists of this page 1 and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I.Chanda,P.E.
I
NOA No.15-1013.
MIAM4DADECOUNTY Expiration Date: Apri ,
Page 1
�D+
i
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files See below)
2. Draiving No.PGTO128 Rev A(former PGT0001 Rev C),titled"Series 670 H.P.Alum SGD-Non-Impact",
sheets 1 through 2.2 of 22,prepared by manufacturer,dated 02-02-14 and last revised on 10/08/15,signed
and sealed by Lynn Miller,P.E.
B. TESTS
1. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,per FBC, TAS 202-94
3)Water Resistance Test,per FBC, TAS 202-94.
4)Forced Entry Test,per FBC 2411.3.2.1 (b) and TAS 202-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors,prepared by
Fenestration Testing Laboratory,Inc.,Test Reports No(s)FTL-5979,FTL-5980,FTL-5994,FTL-6002,
FTL-6034 &FTL-6035, dated 08/10/09, all signed&sealed by Julio Gonzales,P.E. (All above test reports
submitted under files#14-0123.11,#11-1018.17/#09-0826.13)
2. Reference Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94.
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94
Along w/marked-up drawings and installation diagram of Aluminum Sliding Glass Doors,prepared by
Fenestration Testing Laboratory,Inc.,Test Reports NoFTL-7554,dated 11/01/13, signed&sealed by
Marlin D. Brinson,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 reference supporting test#FTL 5254,FTL 5980,FTL 5987 and ATI72138.01-401-18.
4. Additional,Reference Fixed window test report FTL-7897(cardinal spacer)per TAS 201,202 &203-
94,issued by Fenestration Testing lab(Test report submitted under file#15-0430.08).
C. CALCULATIONS (submitted under file#14-0123.11)
1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on 01/30/15,
sheets 1 thru 67,prepared by PGT, signed and sealed by Lynn Miller,P.E.
2. Glazing complies with ASTME-1300-02, -04&-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1 None.
F. STATEMENTS
1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5th Edition) and"No financial interest",
prepared by PGT,signed&sealed by Lynn Miller,P.E.
2. Letter of lab compliance,part of the above test reports.
G. OTHER
1. This NOA revises#14-0123.11,expiring April 07,2020.
2. AAMA's Technical Paper for SGD &Bi-fold doors referenced to FBC 2014(5`h edition).
4Test proposal dated 6/4/13 &08/12/13 approved by Jaime Gascon,P.E.
. Test proposals No(s) 09-0177,0177-A,B &C approved by BCCO.
4. Letter of.commitment dated February 20,2014, issued by PGT, signed A.cyan jil}er,P.E.
haq I. ianda,P.E.
Product Control Examiner
NOA No.15-1013.14
j Expiration Date: April 07,2020
Approval Date: October 29,2015
E-1
SERIES 670, NON-IMPACT RESISTANT SLIDING GLASS DOOR TABLEA:
--INCLUDING POCKE-T-S-&-900-/-1.350-CORNERS-- Group Anchor Substrate Frame Min Edge MIrL
Member Distance- Embedment
GENERAL NOTES Concrete(m n.2. k5l) Head1SWJam b v
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. 1 114"Elco U11mcon Ungrouted CMU,(ASTM"0) Jamb omy 2-112 i-1141
2)DESIGN PRESSURES: Grout STM
C9
-1/4'Elco,110 Concrete(min.3.35 kGl) Head/61111.1amb v
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. S.
In.1
C I S' Ungrout-4 U.(ASTM C-901) Jamb
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 2 CreleFlex
===::=5:�ftulhern Pine(SG-0.55)
3)ANCHORAGE:THE 33-IJ3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 'a Una.0a ade(mfn.-rSS`RIrT—
PRODUCT. MATERIALS,INCLUDING BUT NOT L Head/Sill t• 1318
LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT 1141 Elco Uhacon Unlimuled CMU(ASTM 090) Jamb only
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA P.T.Southern Pine(SG-0.55) tleadtSIIVJamb 9716• 1318
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. #12,18-8 or410
4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. S.S.SMS, Aluminum,6063451 Re—adIS111IJamb —318- 0.063'
Steel,AW Iea—WSUVJamb —314- o.ow
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH 3 (min.it threadefin)—Steel Stud.A653 Or.33- 7H�adfS1111jaMb 31W 0.0451'
NARROW JOINT SEALANT. Concrete(min.3.276 kat) Head/S0YJamb 1-1/2' I-ww
6)REFERENCES ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NONS,ANSIJAF&PA NDS FOR 1/4'Elco 1"S.S. Ungrouted CMU,(ASTM C-011) ---jamb—onty —r
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Aggre-Gator _grouted CMU(ASTM C*0,min.2 kol grout) Jamb ani'
2"
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine(SG--0.55) i'— 1318.
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). P.T.Sauthem,PI (SO 046) HeadISIH/Jamb 911w I-wa*
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT 4 #12,Steel SMS G5 AlumInum.;Mv HeadISIlUJamb 318" 0.06y
FLORIDA BUILDING CODE,AS APPLICABLE. (min.it thmadsil-it-- Steel,AW Headisfif/jamb ata. 0.05o,
I I I Steel Stud.A653 Gr.33' Head/SlillJamb 316, 1 0.0451"
TEST REPORTS-FTL-5264,FTIL-5979,FTL-5980,FTL-5987,FTL-5994,FTL-6002,FTL-6034,FTL-6035, *MIN,OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN.
FTL-7554 AND AT[72138.01-1401-18 STRENGTH AND THICKNESS
HICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND
TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR
ALL SPECIFIC P-HOOK REQUIREMENTS.
ANCHOR NOTES
1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO
ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS.
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. N06 DRAWING MAP
3)WOOD BUCKS DEPICTED AS 1X 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 ANCHORAGE
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ..............
DESIGN PRESSURES 6-8 FRODUC P REVISED
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, INSTALL DETAILS 12-14 no witle th.Plod"
MAX.1/4'THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT ELEVATIONS.....................15.16 CM&
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS Acoo"fts. -11c,13-/Y
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.... 17
CROSS SECTIONS............18,19
PARTS LIST.... 20
TABLE B,SEE DETAILS ON SHEETS 4&5: 1EXTRUSIONS....................21,22
Glass
Type Description(Listed from Exterior to Interior)
GI 31(6'TEMPERED GLASS
GIA 1/4'TEMPERED GLASS
02 I"I.
3118'TEMPERED GLASS+618'AIRSPACE+3/18°TEMPERED GLASS DESIGN PRESSURE RATING
G2A 1*I.G.:1/4'TEMPERED GLASS+11r AIRSPACE+IW TEMPERED GLASS SEETAIKES1,263ON NOT RATED FOR MISSILE t-W1-1%-!
SHEETS 6,7&8 f IMPACT RESISTANCE
No.58705
0.
7smw WiZ—VW=.
1070?rCHNOLOGYDRW GENERAL NOTES AND MAP • J,
M VWICE,FL 34276
Sw— 'YN
r941poo-Im SERIES 670 ALUM.SGD-NOWMACT N
agawo-,
JR OZ20114 Ry. N T0128 A"OMIMILLE-4.VE.
CERr.GFAVFH.W92W S00.6ro 58705
CONFIGURATIONS NOTES:
EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH
—MAX-.UNIT-WIDTH— LOCATIONS-USING-DETAIL"Jw","Jc","Kw_OR"Kc"_INSTALLATION._
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH NOM.PANEL IDTH PXXXXP,PXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
PER TABLES 1 3 PER TAB ES 1-3 ;i�l '
CAN BE OXXXp.
-J`.r - r i 2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
� `" i OF ANY 2 STRAIGHT CONFIGURATIONS.
Jw c
MAX.UNIT 13 J I a 9 MAX.. NIT 3 / / 1 Z u o 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
HEIGHT y y
/ I w PER TAB S 1� / t j °X"=OPERABLE PANEL,
PER TABLES 1-3 o / / I "0"=INOPERABLE PANEL,
POCKET i a POCKET i H °P'�=POCKET DETAIL LETTER
_s f___; /�.�w"=WOOD OR METAL INSTALLATION
2-PANEL ® "d'=CONCRETE INSTALLATION
CO GURATIONS 1 C FIGURATIONS L---SHEETNUMBER
MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7"
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
NOM.PANEL IDTH NOM.PANEL WIDTH 3 t3 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
PER TA ES 1-3 t 3 PER TABLES 1-3
I 1 13 1 I
1 s 9 im w 1c io&o MAX.UNIT tc 1 9 4 1 iZyo
MAX.U T 1 1 t 1 1>a y HEIGHT
HEIGH �y z
PER TABLE 1 3 i4y W TABLES 1-3 1 13
POCKET �
POCKE I q
PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS
3 13
PRODUC f REVISED
AX.UNIT WIDTH MAX.UNIT WIDTH bmascow the Florid►
'lmpuaWeen. 1 4
NOM.PANEL WIDTH NOM.PANEL WIDTH 1 1 kow o.k-L
PER TABLES 1-3 PER TABLES 1-3
- r -
J J I 1
13 19 19 1 j 9
MAX.UNIT sSEE
MAX.UNIT t2 13 t9 s 1 i i&y HEIGHT o 0 NOTE
HEIGHT 13 s 19 1 1 PER 1® 2,THIS
PER TABLES 1-3 / / / / / i TABLES 1-3 / ® / SHEET.
$ 1 0.,.......... !.
POCKET i 0 EXTERIOR ;- '�� \ -'*EilSN '•.`�' i
5-PANEL CONFIGURATIONS 3w F� CORNER,TYP. 1 3 ''`.' No-5B705
`
2 _ -
(OUTSIDE CORNER SHOWN, -
Ro,.daibWO1' INSIDE CORNER SIMILAR) 'A Q
SfA g
By. arorsa
rsTOTECI+NaoorDArvE EXAMPLE CONFIGURATIONS 110�
N VENICE,F1.947l6 ONAk
R, SERIES 670 ALUM.SGD-NON-IMPACT �,,'1F;
(e41}49afeoo
wmm,er• o.l« a.dta Dome �+°' er+rt u"Krorw. xer. A.L I•ll•14Wtl�d tP.E.
JR OZ20/14 CERT OFAUTN.p282BB
® sco eTo NTS 2 w 22 PGT0128 A P.E.tt 58705
EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES:
MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
355-7116'@ 96'HEIGHT-----
300-1/4'@ 129'HEIGHT POCKET CON FIGURATIONS-AT-EITHER OR BOTHH-OAMB---
NOM.PANEL WIDTH c I LOCATIONS USING DETAIL Jve,'Je,'Kv/'OR'Ke INSTALLATION.
3 1' 1 EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3 PXXXXP,PXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2)90-8135'CORNER CONFIGURATIONS CAN BE A COMBINATION
MAX UNIT t 1 s s t i o y OF ANY 2 STRAIGHT CONFIGURATIONS.
HEIGHT,
96"09 120" 3)FOR NOM.PANEL WIDTH,SEE TABLES 1.3.
"X"=OPERABLE PANEL,
POCKET "0"=INOPERABLE PANEL,
POCKET
6-PANEL CONFIGURATIONS f—DETAIL LETTER
MAX,UNIT WIDTH ( - w. WOOD OR METAL INSTALLATION
c`=CONCRETE INSTALLATION
NOM.PANEL WIDTH SHEET NUMBER
PER TABLES 1.3
rl_lN (ja� dh (13N 11h ljj�lJc i DLO WIDTH=NOM.PANEL WIDTH-7"
13 i78 9 8 8 9 1 IDLO HEIGHT=DOOR UNIT HEIGHT-14.125"
Kw- PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
HEIGHT
c
MAX.UNIT
PER TABLES 1-3
POCKET vaWi
7-PANEL CONFIGURATIONS
72 3
MAX.UNIT WIDTH PRODUCT REVISED
NOM.PANEL WIDTH w
PER TABLES 1-3
_J
U97- 9
MAX. 9 18 i I'i os 1T 1 ( Ix
HE 9
PER TABLES 1-3
POCKET
i 0 .'\,
\ LYNN NIV
8-PANEL CONFIGURATIONS
z- No.58705
EXAMPLE CONFIGURATIONS STATE 01' III
N.VENICE,Ft 34275
(94f)-480-lW9 SERIES 670 ALUM,SCUD-NON-IMPACT
V
_J� A.LYNN MILLER;
- B-F Z�w—maww-
6;w
JR 02120114 CERT.OFAUTH.029298 '3 -22 'POT0128 'A P.E.#58705
GLAZING DETAILS (G1 &G1A)
3/16"T GLASS
FVIF 74
EXTERIOR 82
a
3/4"NOM.
GLASS
BITE
7B
EXTERIOR
54
3/16"TEMPERED GLASS,TYPE G1
1/4"T GLASS
74
EXTERIOR 82 WRODUC f REVISED
�W gcKk 1pe Flolldn
e :.K rw 21 rel`I
3/4"NOM.
GLASS
78 BITE
54
1/4"TEMPERED GLASS,TYPE GIA
tN..•',,\GENS
No.58705
GLAZING NOTES:
"T"=TEMPEREDIF D 9915 U
Rend 9!' De2t ReMkru: M°Wr '�1) r/ ;.
STA E Y lu
R
f070TECNNOLOOYDRW GLAZING DETAILS
N.VEMCE FL 34276 nt s��••...:.•••rGC;�
(841}480.1600 SERIES 670 ALUM.SGD-NON-IMPACT /iV/ lOidl+1
cneana oan: s r.*tw ane"e u.."cR" ReY. A.LWW M81LAFi, E.
�/Z O=II CERT.OFAUTN.1728286 ® SOD-670WTS 4 °�22 PGT0128 A P.E.858705
GLAZING DETAILS (G2&G2A)
1"NOM.
3116"T GLASS
518"AIR SPACE
3116'T
74
EXTERIOR
561314"NOM.
GLASS
BITE
55
1"I.G.GLASS,TYPE G2
1"NOM.
1/4"T GLASS
1/2"AIR SPACE
1/4"T GLASS PRODUCE REVISED
k3/4'NOM.
W—pfft with the FlOFI&'1
EXTERIOR .N�.I Sr-•D 1�T
a 83 liyirrfr Date
est~— 1A....�
5679
V I.G.GLASS,TYPE(32A ;• ��cENst'•.Fq
_ No.58705
GLAZING NOTES:
T"=TEMPEREDC(.N"IT
p.•I :'4u
1070 TOC NDLDDYDR- GLAZING DETAILS %�T�•. FccRtc�•.�G
N.VENICE,FL 94276 tc % S "• ••• •' �, `�
SERIES 670 ALUM.SGD-NON-IMPACT
e.muat �"� 7 R1r A.bWMIIIL'E�A,'P.E.
D JR X0/14 CERT.OFAVDiO"296 a &00�7o NTS 5 -22 PGT0128 A P.E.958705
TABLE 1: TABLE 1A:
g ) Height SIII
Design Pressure(DP)and Anchor Quantities Required,(for all approved Configurations on Sheets 2$3 to Max,(+)IJP
--- -�oraomorastmgat he units,see sheet t i _ (Water Infiltration Rating)
Table applies to all Glass types and Door Unit Height Sill Riser Height
-
9 __OH LENGTH--
(no -
osnNe stmgal types shown below. DLO 79-118'DLO @" (Flat or Box,see (+)Design
r - - -
PasftNe{«)Ta le I beI'mfledby AnL 69-IrrOmOp Anchor muP MaharOrWP AncaOrGmap Sheet 17) Pressure,pS( _
Tette 1A. OH LENGTH
4 1 2 3 4 1 2 3 4 1 2 3 4 Flush-1-112' see note 3 OH RATIO= W
Des aPmasore +50.01-127.7 +9p.o/-120 +9001-1108 +90Af-1029 Low-2-1/2" +48.87 OH HEIGHT x o OH RATIO z 1
17^ Head(Sill G+1 C4+1 C4+1 C4+1 C4+1 CA+4 C4+1 C4+1 C4N CA*1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
24" DLO Jamb 8 8 8 8 8 B 8 8 a 8 8 0 a. 8 8 8 Mediu -
P-h0ok 8+7 6+7 6+7 8+7 7+B 7+8 7+0 7+8 7+6 I T+a 1 7+8 1 7+8 7+8 7+8 7+87+8 gh-4' +90.0
DeshnPmssoreWC4+1104+1
6.3 +90.01-109.2 +90.01-92.2 +85.31.85.3 SEE NOTE 3
�, 23' HBedBBI 1 Gi+1 C4+1 CA+1 C4+1 C4+1 C4+t pi+1 C4+4 C4+1 C4+1 C4+1 C4+1C4*1DLO Jamb 8 8 a 8 e e e s @ 8 8 e
7 8+ 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7*8 7+8 7+8 7+8 NOTES:
!)as nPress .9 87.31.67.3 +800!•80 +73.8/-73.6
29" HeaNShc 2 C4+2 C4+i +1 C4+4 C4+1 C4+1 C4+1 C4+1 C4+t C4+1 C4+S C4*7 C4+1 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4'SILL.
DLO Jamb 8 8 B 8BB8 B @ e+8 7+8 l+s 7+8 7+e T+8 7+8 7+8 7+@ 7+8 7+0 7+8 2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING
n Pressure +83.7/431 +78.4/-78A +71.6/-7t.6 +s5.e/45.8 THE 3-1/4"SILL,POSITIVE WATER OP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,
42" 36' HeBdlSiB C4+2 C4+2 C4+2 C4+2 C4+201+2 C4+2 04+2 C4+1 C4+1 G41+21(34-2 4+t4+2 CC4+1 C4+2 C4+2 POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE
o- DLO Jamb 8 8 8 __87-8-T-8 8 8 B 8 B B a 8
P 7 8+7 Tit 7+8 7+8 7+8 T+8 7+8 7+8 7+8 7+8 7+87- 1A.
DesignPmssum +77.1/-77.1 +720/-72 +65.5165.5 +60.0/•60
41" Heads o C4
2 C4+2 C4+2 C4+2 +2 C4+2 C4+2 04+2 C4+2 04+2 C4+2 04+2 C4+2 C4+2 Cd+2 rfi# 3)4-.3.1/4'AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
DLO Jamb a e 6 8e a B @ e 8 8 B 8 @ e e THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
P +7 6+7 6+7 6+ +e 7+8 7*e 7+s 7+8 7+8 T+e 7+8 7+87+8 1 T+S 7+8 REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN
On Pressure + - +67.4/•67,4 +si.0141 +54.7144.7 THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
47' HeaNsin CGt+2 c4+2 ra+2 C4+2 04+2 G4 C4*2 C4+2 Gt+g C4+2 +2 C4+2
DLO .Iamb 6 6 P•Aook 8+ 8*7 6+7 8+7 7+8 7+E C4*2 C4+2 C4*2 BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER
8 6 8 B e 7 B 8 8 8 7+8 7+8 8 8 7+8 7+8 8 7+8 +9 7+8 8 e 8 T+8 7:8 INFILTRATION.
7 * l8
Dann Pressure -1f1
+64.0/-64 +57-6/47.0 +50,6140.6
aw 53" Hoadrsill C4+2 G+2 C4+3 C4+3 Gt+2 C4+2 C4+3 C4+3 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT
DLO Jamb 8 8 8 8 8 8 6 11 8 a 8P1,
6 e s 8 '17'4
8 INFORMATION.
P•heok 0+7 6+7 6+7 6+7 1+B 7+8 7+8 7+6 7+B 7+8 7+8 7+@ 7+8 7+8 T+B 7+8
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
DLO WIDTH=NOM,PANEL WIDTH-7" REQUIRED,
DLO HEIGHT=DOOR UNIT HEIGHT-10.125° 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO
BE INSTALLED.
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" PRODOCrRBVISED
File"
Mco �d414s
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 @Jamb Straight Astragal Lockstire @ 90'Astragal Locksdle @ 135'Astragal tockstile
Assembly Straight Astragal Assembly 90'Astragal Assembly 135'AstragalAw -
StandardStiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Standard Astragal Outside Outside imide
ND"j =VCotner Corner
Inside 2
InsldeCorner Corner Outside
Career int J
Part#60(Stile) Part 961(Stile) part#119(Out.) Part#61(Stile) `���Okay LYNN
Part#60(x2} Part#60 Part#60 part#67(Astragal) FFPart#60 Part#116(Corner part#120(In.J Parts#31&932 Part#61 ��'��'.••�,1CGNSg''•�F;f'f
-i Receiver) {Corn.&Fxd Mount) r %
No.58705 'r
-
!� Y IS iu
1070 TECHNOLOGYDRNE DPANDANCI-IORAGE i7 STATE CF
x N.VENICE,FL3427ff
Lr O58RIDl-RI*.s'......... .;(94r).1s0.189SERIES 670 ALUM.SGD-NON-IMPACT
ACVP16INTw8E# OCERTOFAUH92SOD-070 l2
W. .,�.
•\°``�
TABLE 2: TABLE 2A:
a ncrora9aun eD'a 135'canrerunfta sa.si e.t tt
asign Pressure(DP)and Anchor Quantitles Required,(for all approved configurations on Sheets 2&3)
SIP Height to Max.(+)DP
�_ -- Pw aomersaim ala
Taw.applfee 18.5 Glas.types and Door ung Het ht ___iWeter Infiltration Rating)-„
the 98te1Astmwf type.show„ �' 9 102, 114- 1 Silt Riser Height
below,Posake(+)DP may be 69-7/6 DLO 73- O 79- 8'oto - DLO VMS'oto _718'OL 103-71•DLO 109-71 O (+)Design
1[rMed by Table 2l. AftlerGr-p ArohwOroup Ano wor.up Anc w mup nc rOmup ocher roup ocher Grwp ncMt Gmvp (Flat Or Box,S@@ Pleasure, SI
1 2 3 d i 2 3 d i 2 3 d S 2 3 4 1 2 3 d i 2 3 d 1 2 3 d 1 2 3 4 Sheet 17} P
Des ressum +9ao/•10.0 +90.01.133. 4 .01-122,0 14. +90.01-106.0 +ea.0 9. .+90.0/-93.0 +ea0/-6.o Flush-1-1/2' see note 3
24' it HaaB+Sn G+i GN G+s G+! G+1 G+t Gas G+S G0 C4+5 Ot+!G+t Gat G+t G+1 G«t C4+f GN G+f G+1 G+1 G+i CA+i G+1 G+i G+1 G+ G+1 G+1 C4+1 G+1 Low-2-11,2' +46.67
DLO job e e e e e a e e e e e e e e e e to 10 10 10 14 m so to to m 101M.": 10 !o io !4
P-hook 6a7 T+9 7+8 7+8 7+8 7r8 7+e 7+& T+9 A 7+a 7+9 7+a 7+9 r+e r+a 9+9 8+9 fi+s 9+9 S+9 8.9 a+9 9+9 9+10 9+10 9N0 9+10 9+10 e+1a 9+10 9+13 Medium-3.114° +%o
Deal9a Pmssum +90.01.141.8 +90.01.133.6 +90.0✓-127..9 +Bao1.1fa8 +90.01.105.9 +90,0/•99.1 +90,0/.93.1 +81.81-67.8 High-4'
_ 23 He.40S13 C5+1 C50 C6+2 C5+2 C5N CS+1 C6a2 05+2 C5+1 0541 C5N CSN C6+1 C5+7 C6N c5N C5+1 C5+1 CSN C5+1 05+1 050 C6N 06+7 C50 C6+1 C9+s C6N C5+1 C50 G5+1 C6+1 SEE NOTES 1-3
Dt0 Jamb a 8 10 a 8 a 10 8 a a 10 8 8 8 10 a 10 !0 TO t0 10 to t0 to 10 10 10 14 10 14 7a 70
P4a.k 7+8 8+9 8+9 B+B 7+8 8+9 8+9 8+9 7+8 8+9 8+9 8+9 7+8 8+9 a+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 ONO 9+f0 600 8+10 9+10
Desna Pressure +90.01-123,9 +9p01.1164 +9001-108.7 1 go,ot-93.5 +90,01-91.4 +85.3!•85.3 +80.4/-00'a +T63/•7b.3
�, ?a' Heed13I8 C6+2 CSa2 C6a2 C6+2 CSa2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+1 C5+1 2b12 C5+2 C50 CSN C5+2 C5+2 C5N CBN 05+1 C5+1 05+1 C50 C6+1 C5+1 C5+1 C5+1 C6+1 C5+1
DLO Jamb 8 8 10 8 a 8 10 8 8 a 10 8 a 8 10 8 10 t0 24 t0 10 10 t0 10 i4 !D to !4 14 !0 f0 f0
P4nwk 7+9 a+9 8+9 8+9 'Pe 0+9 8+9 6+9 7+8 8+8 8+0 6+8 7+8 8+B 8+8 8+0 8+9 8+8 8+9 8+9 8+9 6+9 8+9 6+9 9+1019001 9+10 9+1D 8+10 9a f0 8+10 9+10
Desyn Pmsaum +90.0/•111.6 +90.01-104.6 +90.0/-964 +67.8!•873 +81.31.81.3 +75.7/-767 +70.8/.70.8 +666/-66.5
42' 35' tieadlSi9 C5+2 C5+2 C6+2 CS+2 C5+2 C5+2 C6+2 C5+2 C8+2 CS+2 CS+2 CS+2 CS+2 C5+2 C5+2 CS+2 C6+2 CS+2 C5+2 CS+2 C5+2 Cb+2 C6+2 C5+2 C6+1 C5+! C5+2 C5+2 Gari CSN C5+2 C5+2
DLO Jamb 8 a 10 a 8 0 10 a 0 8 10 8 8 a 10 6 10 10 10 10 10 70 10 10 10 f0 10 10 10 10 10 to
NMI( 7+8 8+9 8+9 9+9 7+8 6+9 0+9 8+9 7+8 8+9 8+9 8+9 7+8 6+9 8+0 8+9 8+9 8+B 8+9 8+9 889 889 8+8 8:9 9+t0 8+10 9+10 904 8+10 9+14 9+10 9+10
De*n Pmssum +90.01-10219 +90.0/•96,0 +87.31-37.3 +80.0/.80.0 +73.31-73.8 468,61-68.6 +64.01.84.0 1 +60.01.60.0
48' 41' Head/881 C5+2 C5+2 C5+3 Ca+3 05+2 C5+2 C6+2 C4+2 C5+2 C542 C6a2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 GS*2 C5+2 C5+2 C5+2 CS+2 C6+2 C5+2 CS+2 C5+2 C6«2 08+2 C5.2 C5+2 G5a2 DLO WIDTH=
Dt0 Jamb 8 8 t0 B a a 10 8 8 8 t0 8 8 8 10 a 10 10 id 10 10 t0 10 14 10 to 10 to 16 20 T.0 ib
P4a.k 7+8 0+9 8+9 8+9 7+8 6+9 8+9 8+9 7+8 8+9 8+9 6+9 7+e 8+9 8+9 8�9 6+9 B+0 6+9 8+9 8+9 8+9 8+B 8+9 9+10 9«10 9N0 9+f0 BNO 8+10 B+10 9+10 NOM.PANEL WIDTH-7"
lbsl9a Pmssvm +83.0/-810 +77.21-77.2 +69,81-6A8 1 +61.81.63.8
64, 47' Head/Slt G+2 I G+2 1 C5+3 1 C5+3 G+2 G+2 C5+2 C5+2 G+2 G+2 C5+2 C6+2 G+2 Gat C5+2 C5+2 DLO HEIGHT=
DLO Jamb a 8 8 8 8 8 8 7+8 8 8 0 8 8 8 8 8 9
POwok 6+7 7+8 NB 788 7+8 7+8 N8 7+8 7+8 7+a 7+8 7+8 7+tt Tae 7+B DOOR UNIT HEIGHT-10.125"
Destpn Pmssum +79.21-7.9,2 +58.01-68.0 +b0,0/- .0 Not available In these sizes
b3' FieadrSlA G+3 G+3 C6+3 C5+3 G+3 G+3 C5+3 C5+3 G+2 C4+2 C5+3 C5+3 04+2 G+2 C5+ C5+2 PANEL
6tl' DtD Jamb e e e e e e e e e e s e e e HEIGHT=3 7+e DOOR UNIT -1.866'
P-hak 8+7 7+8 7+8 7+8 7+8 7+6 7+a 7+a 7aa
0=EXAMPLE ON SHEET 9
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 2T.&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 StraightAstragai 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 Corner,, Outside inside
CorCorner
ner
Pan"i(Evidsw
Inside
inside Corner Carver Outside tt'=-i +!�yF10 1S-1P13'ly
Cornery> n`?k'4t,y.._ o
Part 1161(Stile) Part#61{Stile} part#119(Out.) Part 061(Stile)
Part#61#GT.(x2) Part#61 Part 461 Part#67{Astragal} Part#61 Part#118(Corner part 8120(In.) parts#31  Part 461
Rec(iver) (Corn.8,Fxd Mount)
NOTES:
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4"SILL.
2)WHEN USING THE 2-1/2'SiLL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4'SILL,POSITIVE WATER DP IS 60.0 PSF MAX.
WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRES.UNCHANGED),SEE TABLE 2A. OH LENGTH
3)4",3-1/4-AND 2-112°SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SiLL iS NOT AND MUST ONLY BE USED
WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS 2 \�`tpta I LYNN
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT F3C(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR z o� OH RATIO 1
WATER INFILTRATION. �.
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION, O it; r =
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH RATIO=OH LENGTH No.58'705 M
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DiVIDE BY 2 FOR PAIRS TO BE iNSTALLED. OH HEIGHT SEE NOTE 3W ANCHORAGEM Fat ,�- �rA { t;`:=
g teuJ r3o lteaa 76 SERIES 670 ALUM.SGD-NON-IMPACT �"I", /0NAV!R-I"*
A.L
JR OT/20/}4 aaa a a.d. CERT.OP AM.92WO SGD-070 NTS �7 a 22 e+�v PGT012B A / \
pr YNN MILLIW P.E.
P.E.458705
TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) SIII Height to Max,(+)DP
------ For comer.astragal_eneh.,-orage on 80"or 135°comer units,see shoot 11
(Water infiltration Rating)
Table applies to all Close types and Door Unit Height 581 Riser Height -- "-the 51i1e/Aslregal types shown Design rX
TH69.7/8'DLO 73-7/6'DLO 70-718"D O 85.7/6'p O (Flat or Box,seebelow.Posidse{+)DP may ba Sheet 17 Pressure,par
ncwrypeRnetarType Anchotlimited by 7eb1e 3A. 'type AnctrorTYpa 2 3 4 1 2 3 4 1 2 3 4 Flush-1-112" sea note 3 s rt Pressure + + - + _ + Low-2-512" +46.87 RATIO 2 1
17" Heed/SIII C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G1+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Medium-3-1/4' +60.0
24' DLO Jamb 8 8 8 8 8 6 8 8 8 a 8 5 8 8 8 8 High-4'
P•txwk 6+7 7+8 7+8 7+8 7+8 7+g 7+8 7+8 7+8 7+8
A. 7+8 7+a 7+g 7+8 7+8 SEE NOTES 1-3
DeslgnPressure +90,01-159.6 +90.0/-150,3 +90.01436.2 +90,01-128
301 23• Head/S111 C5+2 C5+2 C6+2 C6+2 C5+2 C6+2 C6+2 C6+2 CS+1 C5+1 C8+2 C6+2 C5+1 C5+1 C6+2 CB+2 OH LENGTH
DLO Jamb 8 6 10 e 8 a 10 8 a 8 10 8 8 1 8 1 10 1 8 OH RATIO=OH HEIGHT
P•hook 8+9 9+10 0+10 9+10 8+9 9+10 0+1019+10 8+919+1019+1010+10 8+919+1019+1019+10 NOTES,
DesrgnPressure +90.01-139.4 +9D.0/-130.9 +90.01-120 +90,01-110.8
36• 29' Head/Sill C5+2 C5+2 C8+2 C8+2 C5«2 C5+2 CB+2 CB+2 C5+2 C5+2 C8+2 C6+2 C5+2 C5+2 C8+2 C6+2 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL,
DLO Jamb 8 1 6 10 i a 8 8 10 8 8 8 1 10 8 6 8 1 10 1 8
P hook B+a&j 9y0a+10 9+10 9+9 19+1019+1019+1 6+99+1019+1019+10 8+0 j9+1019+1019+10 2)WHEN USING THE 2-V2'SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN
Deslgn Pressure +90.01-125.5 +9001-177.6 +90.0/-707,3 +90.01,98.7 USING THE 3-1/4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"
0 42" 35' HeadiSol C5+2 C5+2 CB+2 06+2 C5+2 C5+2 CB+2 C8+2 C6+2 C5+2 C6+2 CB+2 CS+2 C5+2 C6+2 C6+2 SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).
DLO Jamb a 8 t0 a s s 70 s a 1 e 1 10 1 6 e I a 10 1 6 SEE TABLE 3A.
P-hook 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+19 a+919+1019+1018+10 8+9 9+10 9+1019+10, -
Design Pressure +90,01-115.7 +90,01-108 +90.0/-96.2 +90,01.90 3)4".3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
d8, 41' Head/Sill C5+3 C5+3 GB+3 CB+3 C5*2 C5+2 C6+3 C6+3 C5+2 C5+2 C@t2 CB+2 C5+2 CS«2 C6+2 CBt2 WHEREAS THE 1-112"SILL IS NOT AND MUST ONLY BE USED WHERE WATER
DLO
Jamb 8 8 10 8 8 8 10 8 B 8 10 6 8 e 10 t) RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN
P twok 8+9 0+16 9+10 9+10 8+0 0+10 9+10 0+10 8+9 9+10 8+10 0+10 8+9 0+10 9+10 9+t0 TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG
Design Pressure +631-8+ +77.21-77.2 C4+2 6+2 C4+21.4+2 COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE ADJACENT
S4' 47• HeadiS61 C4+2 C4+2 C5+3 C5+3 C4+2 C4+2 C5+2 C5+2 C4+2 C4+2 CS+2 C5+2 C4+2 C4+2 C4+2 C4+2 DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DLO Jamb 8 a e 8 8 8 8 8 88 8 B a 8 8 a
P-hook 6+7 7+8 7+8 7+8 T+e 7+8 7+8 7+8 7+-±+8 7+8 7+8 7+g 7+8 7+8 7+8
Design Pressure +79,21-79.2 +73.31-73.3 +661-66 +56/-58 d)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND
60„ S3' Head/Sill C4+3 C4+3 C5+3 C5+3 C4+3 C4+3 C5+3 C5+3 C4+2 C4+2 CS+3 C5+3 C4+2 C4+2 C4+2 C4+2 EMBEDMENT INFORMATION.
DLO Jamb 8 8 8 8 B 8 e 6 a 8 8 e 8 8 8 9
P•hook 6+7 7+8 7+e 7+8 7+& 7+g 7+8 7+e 7+8 7+8 1 7+8 1 7+8 7+8 1 7+8 f 7+8 7+8 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" FWDuCrREvjSW
��Pb;s wkr 411e Ftstida
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" Avr. tw i (D _ly
here - t,
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. won="
Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135°Astragal Lockstile @
Interlock P-hook Lockstile @iamb Assembly Straight Astragal Assembly 90*Astragal Assembly 135'Astragal At•art : CuNnt
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStite Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Heavy-duty Astragal Outside Corner,, Outside Inst e
QE�Tf `���� T�"'P`�'-t,�._�f�'-j{I. Cerr Corner
ne
Inside
Corner outside t� r
Inside Corner Corner �{ L.YN/y 1,
Part R61(Stile) Part 661(Stile) � 0`A1C&4S•'Z
Part#61(Stile) Part 11119(Out.) { .- s'•. P
Part#61(x2) Part#61 part 1161 part 868(Astragal) Part 961 Part#118{Corner part 11120(in.) Parts 931  Part 1161
Receiver) (Corn.&Fxd Mount) No.58705 �{
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NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER
JAMB (7)P-HOOK ANCHORS, SEE CLUSTER MAX.UNIT WIDTH SEE"C5"CLUSTER DETAILS, DETAILS,SHEET 10
—SEE______ _ ——FOR ASTRAGAL___
SPLICE REQUIRED @ (pERPENDICUL"AR TO GLASS— DETAILS,SHEET 10 FOR
EXTERIOR PLANE SEE TABLE 2,SHEET 7 REQUIRES"C6" SHEET 10 FOR INTERLOCK 24'MAX.O.C.
NOTE, ) INTERLOCK CLUSTER,SEE
THIS POCKETS AND 6D"NOM.
PANEL WIDTH DETAILS,SHEET 11/ x x
SHEET SEE POCKET (8)P-HOOK T-------- _ x x / � x x x x x 6•MAX.
JAMB MOUNTING x x x x / x x x x x x
INSTALLATION, ADAPTER 6 MAX• ( x x x x xx xx x x x x
THIS SHEET ANCHORS MIDWAYi l is I 3"MAX.
&SHEET 14 BETWEEN P-HOOK 4 PAIRS OF
ANCHORS&AT 3" p x=FRAME 96„ x x (TOTAL ANCHORS
FROM TOP& i ®i ANCHORS 21•MAX.
BOTTOM i s 14• I I i 1 o UNIT ANCHORS)
> MAX.O.C.' HEIGHT O'C' PER JAMB
4.051" "MAX.TO OPENING i y& ®I 14 MAX.O.C. (�®=P-HOOK x—� (SEE JAMB
EDGE OF POCKET SEE i w a I O ANCHORS xt
INSTALLATION i�Q ®I ;U DETAIL
DETAILS'Jc'&'Ke, i s I®I i0i M o=PUNTO G BELOW)
END PANEL SHEET 14&PART x
ANCHORAGE DETAILS'J'&'K', i$w j j I O 3°MAX. ADAPTER x
24°MAX. (2 ANCHORS) SHEET 19 FOR a k®1 I I ` ANCHORS X %
O.C. P-HOOK L____ 6"MAX. lam` % x x x END PANEL
AN x x x
ANCHORS END PANEL x' x x, x x x x x x x x xx x x' x x x 6•MAX. ANCHORAGE(SEE
ANCHORAGE ANCHORAGE x' x x x x x' •+2' ,+2" SKETCH BELOW)
(SEE SKETCH BELOW) �.+2+ �•+2' --+2' ANCHORAGE ANCHORAGE
CENTERLINE 8-MAX.,TYR ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04'
P4"MPJ(, EXAMPLE 5 PANEL 2 TRACK 90"OUTSIDE CORNER-pXX=O-EXT.MOUNT POCKET ANCHORAGE PLAN:
O.C. 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6„ SPLICE NOTE:
NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED
1 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: EXT HEAD OR SILL IF A SPLICE
60" I CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21 OCCURS AT THE P-HOOK.
NOM. •% INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX.
PANEL SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C.
WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM.
FOR INTERLOCK P110DUCCREVISED
ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY I 5.64" m&c*.��1bc
•+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR
CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT aoto a110 - �� /y
6
3.5" REQUIRED AS PER THE FIGURE AT RIGHT: 6"MAX. ByYrlr
CENTERLINE JAMES&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR •�G�"-. �4
OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SSFRAME
E A
JAMB elm
P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR
REQUIRES "+2"ANCHORAGE SEE"C5"CLUSTER END PANEL
CENTERLINE CENTERLINE
DET
°C6"CLUSTER,SEE —OF FOR ASTRAGAL �OF (2 ANCHO S) g•
• l DETAILS,SHEET 11 INTERLOCK I ANCHORAGE
ASTRAGAL MAX (�
' 4.051" 3.5"
• • • • • • \\��\O��`{ LYNN
I ���.'•��GEIJSf '•`F� i
"+2"ANCHORAGE—/ (�CENTERLINE "+2"ANCHORAGE
CENTERLIN - No.58705
CENTERLINE
EXTERIOR OF PANEL 3 I OF PANEL 4 OF PANEL 5
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
ReYId By. 414 RM„bv:
STAT c�F 47-
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JR 0/ CERT. M29205
2.04" 2.04"
INTERIOR Z04,' INTERIOR 2.04Y NOTES:
INTERIOR INTERIOR 7' 1.ALL DIMENSIONS SHOWN
9V,--
L
INTERIOR
DIA B'94 ARE BASED ON MINIMUM
6.12" 4"DIAG. —XLOWEDT
\1 6-12" 5. 3.5"
�4'DIAL,
INTERIOR 7' 2.DETAILS DEPICT ANCHOR
T EXTERIOR OMER
EXTERIOR ERO
INTERIOR (NTERIO INTERIOR
EXTERIOR QUANTITY AND SPACING,
AND WOULD BE IDENTICAL
EXTERIOR 4"DIAG. FOR EXTERIOR OR INTERIOR
4"DIAG� CORNER CONFIGURATIONS.
3.5" 4' 3 EXTERIOR
'33' —7
2.04- EXTERIOR 4' 2.04" 4' VANCHOR
EXTERIOR
2 04' > 2.04" 2,04"
EXTERIOR 8.94"
90°CORNER 90°CORNER 135°CORNER 135'CORNER
2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL
(I SE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER CENTERLINE
ANCHORS ARE REQUIRED,'P43 ANCHORS ARE REQUIRED,-C6") ANCHORS ARE REQUIRED,"C41 ANCHORS ARE REQUIRED,-C6') OF.PANEL
INTERIO.08"R '42"ANCHOR
EXTERIOR INTERIOR. 4.08" '+1"ANCHOR L
INTERIOR 4. INTERIOR 7.41" �2.04", 4"DIAG.
7.41"
c9o. OR
7" 135' 3.5" -4 1
EXTERIOR CENTERLINE
L L .3 1 3.5" OF PANEL
4.08' -I
4.08" 7. "+3"ANCHOR
5.37"DAG. 6.37r"D AG. 7'
CENTERLINE
4- PANEL 2.04" 4"DIAG.
EXTERIOR ON
t, -4 EXTERIOR 7. 4' INTERIOR "+2"ANCHOR
90°CORNER EXTERIOR ALL
135°CORNER
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL VIEWS CENTERLINE
ANCHOR CLUSTER REQUIRED ("X ANCHOR CLUSTER REQUIRED L `_OFPANEL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) V DIAG: 2-TRACK FRAME HEADISILL
INTERIOR 12* INTERMEDIATE ANCHOR LAYOUT
2.04" INTERIOR 2.w j nWDUCtjjEVjSgo
3.5" locept*L""ith the FloddA
4' EXTERIOR CENTERLINE A"llicads
OF PANEL
INTERIOR INTERIOR 1 10
4' 3.5" 135' "+3"ANCHORLSG (s,
DIA 7 04
4�"DIA
G.DIAG.
L DIAG. 612" 3.V'
6.12 COB'
7" EXTERIOR
Z04"' 4' 4"DIAG. 3.5" -4
E EXTERIOR 4"
2.0�� CENTERLINE LyNiv
Qle ex,1/'/,;,
90*CORNER 135'CORNER ��OF PANEL
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL
("C8"ANCHOR CLUSTER REQUIRED 77
('�qS2 ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT N0.58705
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS)
(3-TRACK SIMILAR)
(�'7 Fo t 5 0
STATE Or,
-ar.— woriEcHNoLoGyDRivE 5� ANCHORAGE,EXAMPLE CLUSTERS
"..
N.VENIM FL&275 c-
SERIES 670 ALUM.SGD-NON-IMPACT
CERT.OFAUM.M206 50"70 A
JR 02,20114 J*NTS 171 1 22 1 GTO128 P.E.#58705
INSTALLATION DETAILS EMBEDMENT,SEE TABLE A,SHEET I EMBEDMENT:SEE TABLE A,SHEET I
EDGE-DISTANCE;- EDGE DISTANCE: MIN.
OF 3 THREADS BEYOND
SEE-TABLE-Ar$HEET-1— EDGE DISTANCE. THE METAL SUBSTRATE
EDGE DISTANCE:
LE A
-A
IN
11 7
C
-S
E'
EET_'_
SEE TABLE A,SHEET 1 SEE-TABLE-A7-SHEET-I--
EXTERIOR 2-1/16"* /4" 2-1/16*' NOTE!i_ _
14' 114" 1,ALL DIMENSIONS
1�3 MAX. MAX. SHOWN ARE BASED
—cmIll SHIM EXTERIOR N
SHIM EXTERIOR SHIM ON MIN.ALLOWED.
EMBEDMENT: 2.METAL OR WOOD
SEE TABLE A, SUBSTRATES MAY BE
W
SHEET I USED FOR ALL FRAME
2X WOOD DOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., P� 8 C TYPES PER TABLE A,
2 METAL
AL TYP., SIMS ANCHOR TYP..
TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES ANCHOR
S C OR'OTS SHEET 1.
SEE SEE ANCHOR NOTES
NOTE 3,SHEET i &TABLE A,SHEET I NOTE 3,SHEET I &TABLE A.SHEET I NOTE 4,SHEET I &TABLE A.SHEET I
2-TRACK FRAME HEAD *DIAGONAL D.C.IS
31MCK FRAME HEAD 4-TRACK FRAME HEAD L
&
Aw WOOD INSTALLATION %WOOD INSTALLATION MIN 4'(HEADSSIL)
METAL INSTALLATION OR 6-(JAMB) EE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11.
SEE ANCHOR NOTES TYP SEE ANCHOR SEE ANCHOR NOTES TYP SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABLE A,SHEET I NOTE 3,SHEET 1 &TABLE A,SHEET I N�ili 3,SHEET I &TABLE A,SHEET I NOTE 4,SHEET 1
SEE SEE
SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 5,SHEET NOTE 5, NOTES THE METAL SUBSTRATE
1(114-MAX.) SHEET i SHEET
1/4'MAX.) (IIA"%AAV%
EXTERIOR T EXTERIOR
'tEXTERIOR EMBEDMENT:SEE
1�3 2-1/16" TABLE A,SHEET I
EDGE DISTANCE:
CEj:
EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET I
SEE TABLE A,SHEET1 SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET I EMBEDMENT:SEE TABLE
A,SHEET 1
lGh 2-TRACK FRAME SILL 16Eh IN
FRAME SILL i6-pzK 4-TRACK FRAME SILL
Q WOOD INSTALLATION k9)WOOD INSTALLATION �_Fw�MFTAL INSTALLATION
EMBEDMENT:SEE
TABLE A.SHEET 1
EDGE DISTANCE: PRODUC F RIWISED
EMBEDMENT:SEE SEE TABLE A, see—oykv with tke rkrwl.
TABLE A,SHEET I SHEET'l b"alOD&
EDGE DISTANCE: Acft~N
EMBEDMENT,SEE METAL TYP., zopkaft Dote
SEE TABLE A,
TABLE A,SHEET 1 SHEET1 SEE ANCHOR
2X WOOD EDGE DISTANCE: NOTE 4,SHEET 1
TYP.,SEE ANCHOR SEE TABLE A. 2X WOOD
EDGE DISTANCE:
SEE TABLE
NOTE 3,SHEET I SHEET TYP.,SEE ANCHOR
— —•
NOTE 3,SHEET 1 2-1116—
T SMS ANCHOR TYP
27116-4 SEE ANCHOR NOTEg
WOOD ANCHOR TYP,,. f2-1/16" TABLE A.SHEET
SEEANCHORNOTES— t WOOD ANCHOR TYP., --MIN.OF 3
&TABLE A,SHEET I SEE ANCHOR NOTES THREADS
&TABLE A,SHEET I BEYOND THE
EXTERIOR EXTERIOR METAL LYKI,V
EXTERIOR .......
I -MAX SHIM I— SUBSTRATE
-I •..Ffi
1/4"MAX.$Him --1 lk— ... 11
1/41 MAX.SH1167 No.58705
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB
o;e
I,
t
t
WOOQ_INSTALLATION WOOD INSTALLATION METAL INSTALLATION(o 0 =TS t�
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1070 TECHNOLOGYDRIM jnFANCHORAGE DETAILS
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JR 02=114 CERT.OFAUTH.AW96 SG"70 i NTS P.E.0 68705*
INSTALLATION D EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET I NOTES:
— -CONCRETE— ------EDGEDISTAN____SEE - "` EDGE DISTANCE:
PER TABLE TABLE A,SHEET 1 CONCRETE---- —SEE-TABLE-A;SHEE'- -- -CONCRETE-- —SEE TABLE A,_SHEET 1 T.ALL DIMENSIONS
SHOWRARE BASED
A,SHE 1 2-1/16"` PER TABLE 2-1116"` _1/16.
---------
SHEET 1 A,RHEETE N MIN
2 1116"• O
ERIOR 1!4" 'DIAGONAL O.C.IS
l (- M'�' MIN 4"(HEAD&SILL)
a L "_ j j SHIM• OR 6"(JAMB)SEE
EMBE MENT: 1!4" Eire [OR 114" EXTERIO� j DETAILS,SHEETS
SEE ABLE A, �! MAX. I
MAX. a G&11.
HE ET 1 SHIM SHIM
P OPERLY SECURED 1X CONCRETE ANCH R TYP. PROPERLY SECURED 1 X CONCRETE AN OR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
ODD BUCK TYP.,SEE SEE ANCHOR N ES& WOOD BUCK TYP.,SEE SEE ANCHO OTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&
A HOR NOTE 3,SHEET 1 TABLE A,SHE 1 NCHOR NOTE 3,SHEET I TABLE A, EET I ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET I
Ac CONCRETACK E INSTAL AME AD ION ec CONCCK FRAME H CATION CONCRETEAME HEAD
INSTALLATION
CONC ANCHOR TY PROPERLY SECURED 1X CONC E ANCHOR TYP., CURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANC S&— WOOD BUCK TYP.,SEE ANCHOR NOTES& WOO BUCK SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TAB SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHO NOTE 3,SH 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
SEE ANCH SEE ANC R SEE ANCH
NOTE 6,S ET N ES NOTE
1(1I4'MAX.) T EET 1� SHEET'l ]
1 (1 -M AX.) - "r ( (1/4"MAX.) :=r.• 1
TERIOR "`'"` ` 1
EXTERIOR
2-1/16"• EXTERIO
r: 2-111CONCRETE
6"" 1118" — PERTABLE
EDGE DISTANCE CO CRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 P TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1
EMBEDMENT_SEE TABLE A,SHEET I EET 1 EMBEDMENT:SEE TABLE A,SHEET i A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
CK
Dc ME SILL
CONCRETE NSTALLA ON Ec CONCRETEINSTCK ALLATIONNSTALLATION �c COME SILL NCRETCK E NSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1 —
EDGE DISTANCE:
E DMENT:SEE SEE TABLE A, REVISED
TABL SHEET 1 —� � SHEET 1 ��wwB►rhe FTo�
�^ ED TA SEE TABLE A,E PROPERLY SECURED 6DRion 1013•l
EMBEDMENT:S 'I
TABLE A, T 1 —� EET 1 SEE ANCHOR NOIX WOOD BUCK T 3, 4-11SN^ -�
EDGE DISTANC ' PROPERLY S RED ;. SHEET 1e
PROPERLY S URED >�grtI��i4ni�ct
1X WOOD B CK TYP„ SEE TABLE A,
SHEET 1 1X WOOD CK TYP.,
SEE ANCH R NOTE 3, SEE AN qR NOTE 3, C NC./CMU ANCHOR 2-1116"`
SHEETI SHEETI
CONCJC U ANCHOR 2-1/16"` P.,SEE ANCHOR
2-1116,. OTES&TABLE A,
TYP.,S E ANCHOR CON JC ANCHOR SHEET 1 CONCRETE
NOTE &TABLE A, TY .,SEEEE ANCHOR
SHEET 1CONCRETE N TES&TABLE A, OR CMU
ExTEwo OR CMU SHEET 1 CONCRETE EXTERIOR A�SHEET TABLE `` &V LYfN Jl�'�i�
EXT RIOR
n t PERTAB °' OR CMU V ` L� <<o
15114 MAX.SHIM ►i N.- .•' �tGENlk••.c,p
A,SHE 1 1/4"MAX.SHIM -+I If-- PER TABLE
A,SHEET 1 1/4"MAX.SHIM - I» ~" No.58705
2 TRACK FRAME J eba 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB
Gc CONCRETE/CMUTALLATION He CONCRETE/CMU INSTALLATIO o. is CONCRETEICMU INSTALLATION
A., to7o TECH ANCHORAGE DETAILS STATE OF
Gov-
a� �.w„. H.VENICE, 34276 �" '�S/ONAL
tue+Haea,aon SERIES 670 ALUM.SGD-NON-IMPACT
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JR 07/117/14 CERT.OFAUTH.N1BLBB SG"70 NTS 13 d 22 PGTOfl8 A P.E.#58705
CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX-.UNIT-WIDTH--
MAX. NOM.PANEL WIDTH
HEADER DETAIL'A', DLO_ TYP.PER TABLES 1-3
SHEET 18;INSTALLATION WIDTH
DETAILS'AW&'Ad, EXTERIOR
SHEETS 12&13 ��
PANEL PANEL
PANEL TYPE TYPE PANEL CORNER DETAIL'N2%
TYPE QS' 'AS' TYPE SHEET 19&CORNER
IN NOM. MAX. ANCHORAGE SHEET 11
MAX. PANEL MAX HEIGHT INTERLOCK DETAIL
PANEL WIDTH TYP. DLO PER 'M',SHEET 19
HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR
FNOTE2 TABLES 1-3 1-3
JAMB DETAIL'G3',SHEET
x x 18;INSTALLATION DETAILS
X x 'Gme&'Ge,SHEETS 12&13
SILL DETAIL'D',SHEET 18;7 90,
INSTALLATION DETAILS EXAMPLE:90*INSIDE CORNER,4 PANELS-)0QXX
'DW&'Do',SHEETS 12&13
SILICONE
BY OTHERS
DLO WIDTH=NOM.PANEL WIDTH-7"
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT=DOOR UNIT HEIGHT-1.885"
#8 x I"
EXTERIOR
#10 x 1-10 SMS PH SMS PRODUE r REVISED
PH od
d
lo AmplTwft -/0 -ly
946ts"m Dale
PANEL CORNER FRAME CORNER
DETAIL DETAIL
NOTES: 't LYAfA,
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. No.58705
3)PLEASE SEE APPLICABLE,ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES.
R.WBY.
A
rr—by wu79�-- 1010 TECHNOLOOYDRwe ANCHORAGE DE-rAILSIEXAMPLE ELEVATION
N.VENICE,PL 34275 Ift
SERIES 670 ALUM.SGQ-NON-IMPACT
OF AUTLY R.P.E.
JR 0212
s00Gro,28 A w. kl/
07120/14 CURT. H.#29296 -670 I�NNTS REA 58708
CONFIG. EXAMPLES INTERLOCK DETAIL IFORALLDETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18;
—INSTALLATION,DETAILS-'Gv/-UGc,',-,9HEETS 12&13
Z IXED JAMB DETAIL'G2, ASTRAGAL HEADER DETAIL W,SHEET HEADER DETAIL W,SHEET 18'
SHEET 18:INSTALLATION DETAILS'Ll'& 18;INSTALLATION DETAILS INSTALLATION DETAILSAw&' DLO JAMB DETAIL'63�,SHEET
-
DETAILS'GW&Ge, LZ SHEET 19 'AW VAc',SHEETS 12&13 SHEETS 12&13 WIDTd-_ /�18;INSTALLATION DETAILS
SHEETS 12&13 90, TYP. 'GW&*Go',SHEETS 12&13
SHEET
EXTEI UOR INTERIOR
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE PANEL PANEL
E PANEL PANEL INTERLOCK DETAIL
TYPE TYPE V,SHEET 19
TYPE'R' (r T 17A TYPE
MAX, w ICS. 'QS' MAX.
/j NOM. A UNIT UNIT 90*OUTSIDE CORNER
PANEL HEIGHT SILLDETAIL NOM. HEIGHT DETAIL'Nl',SHEET 19&
MAX. WIDTH TYP. PER V,SHEET h PANEL PER CORNER
OLD PER SEE TABLES 18; MAX.//_1 WIDTH TYP. SEE TABLES SHEET11
HEIGHT TABLES 1-3 NOTE 2, 1-3 INSTALL OLD PER NOTE 2,— 1-3 INTERIOR
SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15
<:1 'Dw'&'De, EXTERIOR
x x x SHEETS12 NOM,PANEL
&13 x x x WIDTH TYP.
i�, JT j PER TABLES
EE FRAME a MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH-----1-3
PANEL CORNER SILL DETAIL V,SHEE 18;
11�7
INTERIOR
w
"R
INTERLOCK
M"SHEET
90.OUTS
S
ID
DETAIL
1-
ET
A
0
IL
OUTSIDE
CORNER
DETAIL'
N 1. SHEET 19 8
CORNER ANCHORAGE
SHEET 1 1
'TR",
I L-_
11XIER",
0 NOM
,PANEL
WIDTH Typ
SEE FRAME
T
CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS
DETAILS SHEET 15 (2-TRACK) 'DW&'Do',SHEETS 12&13 EXAMPLE:90'OUTSIDE CORNER-MXX(2-TRACK)
ASTRAGAL DETAILS'Ll'& INTERLOCK DETAIL'M', JAMB DETAIL
,SHEET 19 INSTALLATION DESHEET 18;
TAILS'IW&
L2,SHEET 19 ml-- I I INTERLOCK DETAILV,SHEET 19 'Ic',SHEETS 12&13
HEADER DETAIL IN
---JAMB D P-HOOK DETAILTV&W,SHEET V.SHEET 18;
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAVIT,SHEET 18;INSTALLATION HEADER DETAIL'C',SHEET
'HW&He.SHEETS 12&13 IJd.'Kv/VKc%SHEET SA DETAILS'BW&'Bd, DETAILS 1w&11c',SHEETS 12&13 18 INST LATION DETAILS
SHEETS 12&13 'cc',SHEETS 12&13
MAX.UNIT WIDTH MAX UNIT WIDTH o
I - waid"cotis
PANEL PANEL PANEL PANEL PANEL 'PANEL PANEL PANEL AM11M Ntj
TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE nat
ILI IF' V IF, IP,
MAX.UNIT NOM. MAX.
NOM. UNIT
HEIGHT PANEL PANEL HEIGHT
13
WIDTH TYP.
PER A WIDTH TYP, PER
TABLES MAX. SEE PER -3 SEE MAX. PER TABLES
1-3 DLO NOTE 2;- TABLES I --NOTE 2 DLO TABLES 1-3 1-3
HEIGHT '15 HEIGHT
SHEET SHEET
0 x x x x x x 0
..........
LIN
EXAMPLE:OXXXp SILL DETAIL'I SHEET 18;i,-111
EXAMPLE:XXXO SILL DETAIL SHEET 18; No.58705
Q-TRACK,RIGHT POCKgAT INSTALLATION DETAILS (4-TRACK,BY-PAS§) INSTALLATION DETAILS
Ew'&'Ec',SHEETS 12&13 FW VFc',SHEETS 12&13
1
1070TECHNOLOGYPRWE ELEVATIONS STATE OF 4,
AL VEMCE,FL 3427$
wl)480-18W SERIES 670 ALUM.
SGD-HON-IMPACT 01
A P.E.
JR F.N iLLW,
I CERr,0FAUM.n9296 SOD-870 s;T$I lilif S -22_-17"`pGTo128 I A .E.0 68705
PANEL'S RIGHT STILE TYPE j
PANcEcL INTERLOCK INTERLOCK INT CORNER EXT CORNER EXT CORNER
FIXED LOCKSTILE ASTRAGAL ASTRAGAL_BOXUTL BIN-ASTRAGAL 90 LbCKST LE 90LOCKSTILE 90 RECEIVER 8 RECE VER EXT CORNER 35 RECEIVER I3S RECEIVER--
TYPES NTCORNER
STILE Wt HANDLE BOX OUT BOX IN 90 RECEIVER -----�
I_ OUT IN WI HANDLE WIHANDLE Wt HANDLE WIHANDLE Wt HANDLE WIHANDLE Wt HANDLE WIHANDLE
#11 118 #31 #311
#61
#61 #118 #81 1181 #81
SINGLE L TR TQ TC TA TV TW
INTERLOCK � F PP K
(aoxo+rq
SINGLE Q It C`,
INTERLOCK I..I P A c c /C SQ IC SA 4/ V Sw
(60x007' (90.K7NJ {,��,/
FIXEDm RR O S
STILE f[ /j L•7 FD FC FV FW
(eoxo0p to Is
LOCKSTILE j"S A�j
WIHANDLE �/ AIj/I
[eoxom} (eoxM1 I
ASTRAGAL
LlJ f
BOX OUT
WIHANOLE (9axoup PANEL NOTES:
nsTRAGnt ( 1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL
BOX IN )y SIZES&DESIGN PRESSURE.
W W/HANDLE �oxIXr LEFT 41NTERIpR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
PANEL PANEL ARE NOT REQUIRED FOR ANY'CONFIGURATIONS
'— ASTRAGAL may- T U STILE �EXTERIpft STILE AND ARE NOT AVAILABLE.
BOX
(n 4UT
t6oxooq (6oxCIAO 3.90'ASTRAGALS TO USE HEAVY-DUTY STILES
PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (#61),CORNER RECEIVER(#118)AND EITHER
W ASTRAGAL T U EXTERIOR #119 O
LU BOX IN � APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ( } R INTERIOR #120)CORNER
—1 teox+1 6ax9p ASTRAGALS.
INT CORNER ! 4.135'ASTRAGALS TO USE HEAVY-DUTY STILES
90 LOGKSTILE RT C! (#61)AND CORNER ADDON #31
J Wl HANDLE#120 ( )'
Z EXT CORNER QT QS SILL RISERS OPTIONS ~II 232" �� '232'
80 LOCKSTILE
Q W!HANDLE#St9 232°
a EXT CORNER#81 232' I EXTERIOR EXTERIOR
90 REC D"'Rl CT V V EXTERIOR I 11 .062'
EXT pR :.Q62° (i-I .062'
{41RI ( 'U62" v" 4.055"
WI HANDLE #118
INT CORNER#81 5" 5" PRGDUC P A6V15ED
90RECEIVER1/ _ AT AS DF t.5S7:D62• �w.e `°`"``" '
W HANDLE t 8 Atapl►ue N� �
#118 �T[ 6yirclMr[>rtc
EXT CORNER lye �F FSILL LUSH SER,FLAT' (DSIILL RISER,FLAT SILL RISER,FLAT SILL RISER FLAT �_ l/„I
90 RECEIVER 2022 MEDIUM,3-114" 24 NIGH,4" + C+IId
EXT COR .760'
NER 931 �` `,F --+{ (�—
35 RECEIVER V I I .750' '--�I f"—
W `JT VV V HANDLE #$1 �+— 750° EXTERIOR
INT CORNER #31 EXTERIOR EXTERIOR I EXTERIOR .462'
3'RECEIVER 1 WT WS WF .906" 3.305-g82' 4.055'
WIHANDLE .082"
.082"JLL 2.855' p II
1.587• j II—, 00 LYM7y MiY 1''�.
SILL RISER,BOXI' SILL RISER.BOX SILL RISER,BOX SILL RISER.BOX P
21
t9` 23 26 M 7•
FLUSH,1-10 LOW,2-1/2" MEDIUM,3-1/4" HIGH,4" N0.68705 }Y '
`NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6.8
Rm.efTj- a ntnc �Q STA E I"?
1070 TECHNOLOOrORIVE PANEL TYPES
�� ` N.YEMtC!~FL 34?78 7y %CSS•'�,�ORIOp;,.•'�?'��:
a� (941).48&1600 �SERIES 6700 ALUM.SGD-NON-IMPACT
JR 07/20/14 CERT.OFAUTH.429296 sG.70 NTS 17 a 22 +* PGTO128 A A.CYkNMILiHd,P.E,
P.E.#68706
ASSEMBLY DETAILS
(SEE.SHEETS 12-1.4_F-ORFOR INSTALLATION DETAILS) 4 INTERIOR
—-5- 81 _113 118
28 28 7 1
30
*�XTERIQR
27 63 11 113
80 OR 61 62 111 63 60CR61
29 85
14 jj 120 65 g10, EXTERIOR 111 62 90e
P-HOOK FOR FLAT SILLS V P-HOOK FOR BOX SILLS EXTERIOR INTERIOR EXTERIOR EXTERIOR
®j (EXT.OR INT.MOUNT) EXT.MOUNT ONLY INTERIOR
a 90° a
LOCK PART LOCK PART LOCK PART 60 OR 61
103 76&107-110 PART103 75 8 707-11 Bt 75&107-11 5
INTERLOCK
14
113
60 60 61 81 118 5
EXTERIOR 113 EXTERIOR 113 11
15 113 103 119 EXTERIOR 7
87 68
L1 WITH STANDARD STILE16Eh STANDARD ASTRAGAL S A
60 L2 WITH HEAVY-DUTY7 16F-J\HEAVY-DUTY ASTRAGAL
ES#61 N1 2 TRACK SHOWNNER N2 2-TRACK SHOWNa 90-INSIDE °ITEM 61(HEAVY-DUTY
STILE)SHOWN,ITEM#60
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO
(BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES
TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6-8 FOR DP
(PSF)ASSOCIATED WITH
.Q INTERIOR 31 STILES.4 LOCK INTERIOR 75&107.PART11 PROOUCf RBVISE
wm�PglaY rK�tAe FIorF@e
135° 5 5 lAc PI9*e Ne
4INTERIOR i Date
ns►nr
7 135°
14 5 61 32 103
61 c,
r
32 '+ y EXTERIOR 61
11 5 v IIIIII
�5&10-11p 31 103 61 V EXTERIOR 14 7 135°INSIDE CORNER ���\1,0N"( IYN^'!�i/�
8,D
02 2-TRACK SHOWN :�g��.•' \,%CENSE'•,�C•,���
E 135°OUTSIDE CORNER
01 2-TRACK SHOWN _— No.58705
a�0i' 0.ec a..mm �1m+ ' O STAT-OF J,. 6�z:-
10770 TECHNOLOGY
'1070TECHNOLOGYDRVE HORIZONTAL SECTION DETAILS,CORNERS �''• F.,
N.VENICE,FL 34275 nk i,Pi�� .�JRIO?.•'G\;��
(e4r}e8o-1509 SERIES 670 ALUM.SGD-NON-IMPACT i,
aw: A.LYNN6II����2`P.E.
pPJR 01120/14 moa o.� CERT.OFAU7N.420295 ® SOD-670 NTas 18 d 22 PGT0f28 A P.E.p 68705
Item PGT PGT# Descrl tlon P Item PGT PGT# Descrl tion NOTES:
--- #— Dw :# P _ # Dw ,# 1)ALL ALUMINUM=6063-T6
1 17306 617306 2-TRACK HEAD OUANEXITRUSEAL DURASEAL SPACER(COMPOSITE __
2 17303 817303 2-TRACK HEAD WITH SCREEN RAIL 56 SEALANTIDESSICANT)or CARDINAL X.EDGE SPACER 2)ITEMS#33-39,57-59,66,81,84-99,
NOT PAR&ART OF THIS APPROVAL.
— 121 122 ARE NOT USED AND ARE
3 17309 617309 3-TRACK HEAD 60 17325 817325 PANEL STILE
4 17312 617312 4-TRACK HEAD 61 17326 617328 PANEL STILE(HEAVY DUTY) NO
6 17314 617314 FRAME SCREW COVER 62 17327 617327 INTERLOCK ADAPTOR 3)USE OF#12 OR#13 REQUIRES
6 17317 617317 FRAME HEADIJAMB SCREEN ADD-ON 63 1 1225 1 6TP24B VINYL BULB WSTP.-THIN ONSIDE INTERLOCK) MIN.#10 SMS OR 3/16'MASONRY
7 17304 617304 2-TRACK SILL 04 1728 71729 SILL END WEATHERSTRIP PAD ANCHORS @ 24"MAX.O.C.
8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 65 17328 617328 INTERLOCK SCREW COVER
9 17307 617307 3-TRACK SILL B7 17329 617329 ASTRAGAL
10 17310 617310 4-TRACK SILL 69 17339 817339 HEAVY DUTY ASTRAGAL
11 17313 617313 FRAME SILL TRACK INSERT 69 17324 617324 TOP S BOTTOM RAIL
12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 71 1695 71695 1-1/2'X 1'X 3/4'HIGH FIN SEAL OUST PLUGS
14 17305 617305 2-TRACK JAMB 72 8153 78153X TANDEM ST.STL.ROLLER ASSY.
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 73 8153 78153N TANDEM NYLON ROLLER ASSY.
16 17308 817308 3-TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR GE-7700
17 17311 617311 4-TRACK JAMB 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK WILONO TRIM PLATE
18 17322 617322 SILL RISER-FLAT,FLUSH,1-12' 76 71032X1FPFX #10-32 X 1'FL SS SCREW W/TYPE-F'TIP
19 17319 617319 SILL RISER-BOX FLUSH,1-112' 77 7103239 10-32 STEEL ZINC U-NUT
20 17321 617321 SILL RISER-FLAT,LOW.2-1/2' 78 17358 617358 3/16 8 U4'BEAD
21 17318 617318 SILL RISER-BOX LOW,2-112' 79 17357 817357 1'IG BEAD
22 17355 617355 SILL RISER-FLAT,MEDIUM,3-1/4' 80 17359 817359 7116'BEAD 1 FDFD PANEL CLIP
23 17354 617354 SILL RISER-BOX MEDIUM,3-114' 82 1224 BTP247K VINYL BULB WEATHERSTRIP
24 17323 617323 SILL RISER FLAT,HIGH,4- 83 61745 1745 LOWE INC,112'X1116'SGL.SIDE ADH.TAPE,POLYE7H,
25 17320 617320 SILL RISER-BOX HIGH,4- 100 0052 48052 ROLLER ADJ.HOLE PLUG
26 17333 617333 POCKET P-HOOK 101 72087 JAMB BUMPER
27 7070 61070 NEOPRENE BULB WSTP FOR P-HOOK 102 1698 71696 OUST PLUG
28 17334 617334 POCKET P-HOOK MOUNT 103 8186 78186X 1'KEEPER
29 17335 617335 P-HOOK COVER 104 653 7SDKEEP SCREEN LOCK KEEPER
30 17346 617348 POCKET P-HOOK FOR BOX RISER 105 17344 617344 FIXED PANEL CLIP-6'LONG
31. 17376 017370 135 CORNER 106 17352 617352 FIXED PANEL RETAWER-9H6'
32 17378 617370 135 FIXED MOUNT 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN,USED WITH#75
ITEMS 40-53 ARE SCREEN PARTS: 108 1740 71740 HANDLE KIT•RAISED EXTERIOR HANDLE,USED WITH#75
40 4319 612258 SCREEN SIDE RAIL-LOCKSTTLE 109 1731 78182SN HANDLE KIT-RECESSED INT WITH THUMB TURN,USED WITH 075 PRODUC r REVISED
41 7LOCKWGSK SCREEN LOCKSET 110 1732 78178 1 HANDLE KIT-RECESSED EXTERIOR PULL,USED WITH#75 scar pl,ley with the FbrWA
42 41818 SCREEN KEEPER SPACER SET 111 710X34PPSDAX#10 X 3/4'PH.PN.TEK-S.S. 1s1ni Ctd.
Actnv
43 8152 68152 SCREEN INTERLOCK ADAPTER 112 1235 67S16 WSTP,.270 X.170.FIN SEAL 6arkso ce N.-/ /�/
yinMr Dile
44 4428 64428 SCREEN DOUBLE INTERLOCK 113 1712 64066 .187'X.230'FINSEAL
45 4317 612250 SCREEN TOP RAIL 114 710X115PPX #10 X 1-112'
F!'J�I! GIMwI
46 4318 612257 SCREEN BOTTOM RAIL 115 710XPPT #10 X 1'
47 668 7SRAZ STANDARD ROLLER 116 720XIX #14-20 X 1'S.S.
48 BOB 78RAX STANDARD ROLLER-ST.STL. 117 720XI12X #14-20 X 1-112'S.S.
49 4344 64344 SCREEN ASTRAGAL 1 118 1 338 617336 90 DEGREE CORNER RECEIVER
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 119 17337 617337 9D DEGREE OUTSIDE CORNER ASTRAGAL
51 1692 61692 SCREEN SPLINE-.165' 120 77338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL
52 1694 61694 SCREEN SPLINE-.150' 123 17352 617352 FD(ED PANEL RETAINER,718' 11 I 1 I I I1
\. gNY LYNN Mi
53 81818C20 SCREEN CLOTH � ,. ! �
54 1726 1l2'Xd'X1/18'SET.BLOCK,NEOPRENE 85+/4 : �•.' �10EAISF'•.
55 1726 1'X4'X 1/18'BET.BLOCK,NEOPRENE 85+IS 'n
No.50705
tffin:
V/'
1070 TECNNOLOGYORNE PARTS LISTReadily. c�'•••'.<oR1Or•.••'
N.VENICE,11.34276 >� �'is5/
ro41 ,� SERIES 670 ALUM.SGD-NON-IMPACT �(��vAI,
JJ J0/8115 A ADDED CARDINAL XL EDGE r rrme — — uwn ^T A.LYNN EIItLER,P.E.
V� 0'0r ® SOD-670 NTS 20 -22 PGTO128 A P.E.#58705
JR 02/20/14 CERT.OFAUTN.518206
Fr5,069"7 8.562" 1.36' 1.36'
0.080"
1.872"1.505"1.211' 0.081" 0.062" 1.019"
. tO2-TRACK HEAD 10 4-TRACK SILL 0.081" S N l
Ll
(6063-T6 AL) (6063-T6 AL) 40 STILE IJ
6.198" (6063-T6 AL)
6.198° 6.528"
5.069"
1440.080" -«I 1.045"
1" 1.505'
1 1.993" 0.062"
0.081' O0 1
3-TRACK SILL -i SCREEN
O2 2-TRACK HEAD W/SCREEN TRACK
(6063-T6 AL) (6063-T8 AL) 1a 2-TRACK JAMB as TOP RAIL
(6063-T6 AL) (6063-T6 AL)
2-TRACK JAMB W/
7.105" 6.221., 15 SCREEN TRACK
0.080' (6063-T6 AL) -►{ 1.36"
1.505" I -�•I � 0.875"
1.211" � r-I
1.36" I 1.993"
OL
(6063-T6 AL) (6063-T6 AL) 0.062"
0.081" 3 3-TRACK HEAD O 2-TRACK SILL W/SCREEN TRACK 0.081"
il ae BOTTOM SCREEN
RAIL
(6063-T6 AL).
9.142" 4.49„ 0.061"
0.000"
1.2!1 1„ 1.5105" 7.105"
y srnnPl7111011"1NlI*ti NllF I..FWlidh
WMiaLCoM
9.141" /y
4)4-TRACK HEAD O7 Aete
0.081" 2-TRACK SILLp eNo
6yieuW OIL
(6063-T_6A L) (6063-T6 AL)
�{ 6i171�FOWR ,a/�eiCaatml
1.514" 32 2"1.5 • L1
I
� 0.060"
1. - 0.5 0.760"
60 !=
0 1
.060" 990
\`�IIFIIFi1I,I
e FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN O FRAME SILL SCREEN \�`��j0�.•• ' ^• //C( ��i�
OADD-ON 1z ADD-0N 13 END ADD-ON 83-TRACK JAMB •,•' ��CEN £ .,6p
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS No.58705
OR 3/18"MASONRY OR 3/16"MASONRY 17 4-TRACK JAMB
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24°MAX.O.C. ANCHORS @ 24"MAX.O.C. (6083-T6 AL) - 10 �S
��•. STATE OF 1M1`
ro ar. ` EXTRUSIONS r40R1OF;..'•
r ` 1070 TECHNOLOOYDRIVE �i U`�`•••'••• \&
N.VENICE,FL 34275 �'�.`�`
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ow.wer a� a..� uwfpMa R^' A.LYNN MILLER,P.E.
v-sy.. 0* a.ew .am ® SOD870 NTS 21 a 22 POT0128 A P.E.N 58785
JR 07120/14 CERT.OFAUTH.028288