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� FL# FL
tea, . Application 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 Industries
Address/Phone/Email 1070 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory SC]liding Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 03/15/2016
Date Validated 03/22/2016
Date Pending FBC Approval
Date Approved 03/22/2016
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Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
251.1 JSGD-670(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL.251_R27 C CAr 15=1013.1.4,Wj
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/07/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FI.251 R27 II 1.5-1013.14.0
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:
251.2 jjSGD-670HP(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R27 C CAC 15-0106.07 HP.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 R27 I€ 15-0106.07 HP.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:
251.3 ISGD-680(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R27 C CAC 15-0609.11.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/18/2019
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 Ii 15-0609.11.1)df
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
F Created by Independent Third Party:
251.4 JSGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R27 C CAC 15-1013.15.pdf
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 11 15-1013.15.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:
251.5 JSGD-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.odr
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 FL2S1 R27 11 15-0106.08 HP Lhl.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:
251.6 j5GD-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.Pdf
' 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 I1 15-0106.09 HP SM.pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.7 JSGD-780(Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R27 C CAC 15-0903.09.0
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
Limits of Use Certification Agency Certificate
1 Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0609.10 DR.pdf
'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 11 15-0609.10 DR.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-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-fi612.06 LM.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 6/30/2016
Florida Building Code Online Page 3 of 3
I Design Pressure:N/A Installation Instructions
f Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 Ii 15-0612.06 LM.rdf
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 CAG 15-0612.07 SM.rdf
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 IT 15-0612.07 SN1.rdf
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 FL�$1 X27 C CAC 15.1210.02.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/21/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NCA)for FL2J1 R-2.7 IT 15-1210.0- f
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.12 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL_251, R27 C CHC 15-1210.01.pdf
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 R27 IT 15-1210.01.pcl
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::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional 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:
FIA E.
SC.CUCih•3s s!1st1 t:z
i
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 6/30/2016
M IAM I-DADS MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miRmidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to.
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami--Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurr' -
DESCRIPTION:Seri "Aluminum Sliding Glass Door w/90°&135°corners—L.
APPROVAL DOCUMENT: Drawing No.PGT0130,title eves 70 Alum. SGD-LM Impact", sheets
1 through 22 of 22; dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer, signed and
sealed by Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the
Notice of Acceptance number ion a e y e - uc of Section.
MISSILE IMPACT RAT - ar a and Small Missile Impact Resist
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and fallowing statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official..
This NOA revises NOA#14-0128.11 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.-
The submitted documentation was reviewed by Manuel Perez,P.E.
MIAMt•DADE COUNTY Expiration Date: February 17,2020
1012a��� al Date: October-29,2015
/ Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. . Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0123.10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1
through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by
manufacturer, signed and sealed by Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading 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, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-7554,
dated 11/01/13, signed and sealed by Marlin D.Brinson,P.E.
(Submitted under NOA No. 14-0123.10)
2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading 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, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.:
FTL-5980-R, FTL-6001-R and-FTL-6015=R, which have been revised and reissued
on 12/29/09, all signed and sealed by Julio Gonzales,P.E.
(Submitted tinder NOA No. 09-0826.10)
3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading 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,and TAS 202-94
Manuel ere ,P.E.
uctControProd
Ex miner
NOA No.15-1013.15
Expiration Date: February 17,2020
Approval Date: October 29,2015
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(CONTINUED)
3. (CONTINUED)
along with marked-up drawings and installation diagram of an aluminum sliding glass
door,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.: FTL-5980,
FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated
08/10/09 and signed and sealed by Julio Gonzales,P.E.
(Submitted under NDA No. 09-0826.10)
4. Additional Reference Fixed Window Test Report No.FTL-7897(Cardinal spacer),
per TAS 201,202 &203-94,issued by Fenestration Testing Laboratory,Inc.
(Submitted under NOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-5th
Edition (2014),dated 01/30/15,prepared by manufacturer,signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NOA No. 14-0128.11)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their
"Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their
"SentryGlas®(Clear and White) Glass Interlayers"dated 06125/15, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5111 Edition (2014), dated
October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,
P.E.
2. Statement letter of no financial interest, dated October 8, 2015, issued by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 14-0128.11,issued to PGT Industrips,Inc. for their Series
"SGD-770"Aluminum Sliding Glass Doors w/90° 135°corners -L. I. approved
on 02/12/15 and expiring on 02/17/20.
Manuel P e ,P.E.
Product Control Pon
NOA No.1 - 013.15
Expiration Date: February 17,2020
Approval Date: October 29,2015
E-2
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A:Group Anchor Substrate Frarne Min.Edge Min.
INCLUDING POCKETS& 900/1350 CORNERSMember Distance Embedment
GENERAL NOTES 1 114"Elco L41moort concrete(min,2.85 kat) _77a—cusliViamb 7
Ungtouted CMU,(ASTM 090) Jamb only 2-1/2* 1414'
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5 Grouted In.2 W glout, T11174
1
114-Elco41rrS. _
2)DESIGN PRESSURES: - �07 111(valm 3.35 Rai) Headf$Wamb 1.
k ib-only 2-1/2' 1-1/4'
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E A300. 2 CreleFI ''r
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. Oa----9ZSQUW2M Pine SG=0.55i Head(SIBIJamb I
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THISConcrato(min.2.85-1,
PRODUCT. MATERIALS,INCLUDING BUT NOT L[MffFD TO STEEL SCREWS,THAT COME INTO CONTACT 1/4"Eloo Utfacon Ungrouted CMU IMTM C-20Jamb o—nly —I' 14W
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 012,18.8or4lO - 3111IJamb 9716. lIvs,
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6.14. S.S.sms. Aluminum,808345' F*ad/StlUJamb 318* 0.063•
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 1hreads/1 Steel,AW I1eadIS111IJamb 318" 0.050.
Steel Stud,A653 Gr.331 HeiUS-11YJamb 0.0451*
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.27 HordfSlVjamb 1-112, 1-3/8,
NARROW JOINT SEALANT. 1fr Elco i"S Wgrouted CMU,(ASTM C-0) Jamb only 2* I-Itr
6)REFERENCES:ELCO ULTRACON.CRETEFLEX AND AGGREGATOR NONS,ANSVAF&PA NDS FOR A 's'
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. ggre-Gator Grouted CMU(ASTM C-90,min.2 ksl group Jamb only 2'_ 2'
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE - P.T.Southern Pine LSG-0.5s2 Hoed/610/Jamb 1. 1318•
P.T.Southern P WadfSIIVJamb af%, 1318*
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVH4 4 #12,Steel EMS G5. Aluminum, _Wa_dJSUVJAmb 3/8' 0.063*
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.11 threadalln) 1.A36' Hoad/SiIVJamb 3/8' 0.050,
FLORIDA BUILDING CODE,AS APPLICABLE. P -1.-i;57111A6S3Gr.3W HeadIS19IJamb 3t8• ozwl
TEST REPORTS.FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, •MIN,OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN.
FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND
TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
•'P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR
ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS.
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.
3)WOOD SUCKS DEPICTED AS IX ARE LESS THAN 11-112"THICK,PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL IF UNIT IS NOA DRAWING MAP
INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS SHEET
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE GENERAL NOTES.............I
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. EXAMPLE CONFIGS..........2-3
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. GLAZING DETAILS............4,5
6)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL I I S NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT. ANCHORAGE.....................6-14
M
MAX.1i4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT DESIGN PRESSURES _INSTALL DETAILS..............12-
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS ELEVATIONS.................
15,14
16
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES, 17
TABLE B,SEE DETAILS ON SHEETS 4&5 CROSS SECTIONS............18.19
014551 Description(Listedfrom 8deflor to Interior) PARTS LIST ................20
DB 1 EXTRUSIONS. 21.22
7116-Laminated:(2)Utes of3llVKS Glass with.090•FVS Interlayer
L.-%IA 114 mumalwaMMU771,11feneyer 44ppro-u tomplyfac with the
(34 7118'Lam (2)Utes of 3116*HS Glass v4th.OW SO Inteloyer PRESSURE RATING IMPACT RATING Ot
G4A 911V Laminated:(2)Liles of 114'HS Glass wIth.09W SG IntedayerED FOR LARGE 8 SMALL
SEE A
G5 1"LamInstod 1,0,;WITT Extedor Cap+318•Air Space#7116"Laminated;(2)Liles of 3110'HS Gass with.090' -I---ID-0 MP-d-
GSA , I Extortor Cap-6116-Air space+11W Laminated;(2)Was of3/l6'HS Glass with.090'PVB Inforlayer
GO 11 Laminated LO.:3/167 T Extorter C;#p+,V8*Air Space+7116'Laminated;(2)Liles of 311V HS Glass vwlh.OW'So wortayer GLAZING NOTES:
GSA 1"LamInsted 1,0.:114"T Exterior Cap+6116'Nr Space+7116'Laminated;(2)Liles of 3/10•HS Glass with.090"So Intedayer— "ANN"=ANNEALED g� LYNN 11
GI (2)Ules of3fidANN Glass with.096'SG IrAdayer HEAT STRENGTHENED
IWA 9116'Isminated:(2)Liles of 1/4"ANN Glass Wth.090'SG Interfayer `17'=TEMPERED
05 I'Larntoated LG.:31W TExtsdor Cap+31W Air Space+7116'Laralneted;(2)Liles of3fle,ANN Glass wfth.DW$0 tMadayer *PVB'=•090'SUTACITEMPYB BY KURAkAY AMERICA,INC. No.58705
G8A i'LamInoted 1.0,:1/4'TExtedor Cap+5110*Air Spare+7/18•Laminated,*(2)Use 03116"ANN Goes v4th,DW SG Interlayer SG"=.090"SENTRYGLASaY KURARAY AMERICA,INC.
. ..............
SC
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EOF
N.VENICE,Ff.39276
SERIES 770ALUM.SGO-LM IMPACT A,%
circ �nro an: 'W14NMILL P.E.
SJR 101,�Om CERT,OFAVTH.628291 500•,7 NTS I 1 d 22 POT0130 A
RE#5870S
CONFIGURATI
EXAMPLE CONFIGURATIONS 1)ALLCONFIG CONFIGURATIONS SHOWN 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jv!',"Jc',"Kw"OR"Kc"INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH /AWNOM.PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
PER TABLES 1-3 Ac*N PER TABLES 1-3 1 3 CAN 8E OXXXp.
2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
•M' I � 1 9 I�� .
MAX.UNIT j°a MAX.UNIT 1 / s / t t4 i i 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
HEIGHT a I z HEIGHT
PER TABLES 1-3 j j "X'=OPERABLE PANEL,
PER TABLES 1-3
--i w i 'O"=INOPERABLE PANEL,
I ,� "p"=POCKET
POCKET I m POCKET I m DETAIL LETTER
WOOD OR METAL INSTALLATION
1-PANEL 1 2-PANEL "c"=CONCRETE INSTALLATION
QowRet CONFIGURATIONS 1 1 L—SHEETNUMBER
MAX.UNIT WIDTH
MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7'
NOM.PANEL WIDTH A NOM.PANEL WIDTH c c c DLO HEIGHT=DOOR UNIT HEIGHT-10.125°
PER TABLES 1-3 13 1 3 PER TABLES 1-3 3 t PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
I
1 1 J
9 19 to&o .UNIT 19 19 1 Iv&o
MAX.UNIT 3 I�S n 2 GHT
HEIGHT i e ER 1 1 1s i u w
PER TABLES 1-3 I '1
TAB L S1-3 w
POCKET , v� POCKET �
_sir 4-PANEL CONFIGURATIONS , ,3 ,
3-PANEL CONFIGURATIONS E
MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH NOM,PANEL WIDTH
PER TABLES 1-3 t 1 PER TABLES 1-3
42�
dh 6h w Jc I +ppmved as mmplylugxW lb
1 1 9 19 14 1 I FI°tlde d
cc um
c 1 1 I w o MAX.UNIT MOAN ,
MAX.UNIT 1 1 j i arca y HEIGHT 674m1 D e produtl Up
HEIGHT 19 s t9 I PER / 1g
PER TABLES 1-3 I i _ TABLES 1-3 ® nrUPOCKET N E%TERIOR �5-PANEL CONFIGURATIONS CORNER _ / No.sa�os
(OUTSIDE CORNER SHOWN, (.( �11
-
INSIDE CORNER SIMILAR) /S G /
SC laWO15 a OCHANGESTHISSHEET 10781ECHNOLOOYORIVE EXAMPLE CONFIGURATIONS ^�'•.F�OR10P.•'•GC'�
*—.
N.VENICE,FL 7SERIES 770 ALUM.SGD-LM IMPACTs,n,.t�at — sr.eeu.. - , - A.LYNN MILLER,P.E.
JR10CERT.OFAUTNN28P85sGOa�o NTS 2a 22 PGT0130 A P.E.9 58785
JR 10/1
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"Ko"INSTALLATION.
NOM.PANEL WIDTH tz 0EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
–��r---i CAN BE OXXXp.
} 1 9 1s r 14 c i > 2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
19 LL. 6L + 1 1 I w&ru OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX.UNIT 1 3
HEIGHT, 1 t 9 z t 9 I cd
I��s w
I a 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
96"OR 120" / / / / / I�a
1 'X"=OPERABLE PANEL,
PocKETj y "0'=INOPERABLE PANEL,
P"=POCKET
6-PANEL CONFIGURATIONS
3 1 t f—DETAILLETTER
MAX.UNIT WIDTH w'=WOOD OR METAL INSTALLATION
"c"=CONCRETE INSTALLATION
NOM.PANEL WIDTH w c SHEET NUMBER
1 3 1 13
PER TABLES 13
lf�lJw i DLO WIDTH=NOM.PANEL WIDTH-7"
s 19 t I DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
- 19 1 19 o G PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
UNR
Iffic
m 6h 6L
EIGHT
PER TABLES 1-3
POCKETIjI -
7-PANEL CONFIGURATIONS
w VMS 3 mal
MAX.UNIT WIDTH
NOM.PANEL WIDTH " a
PER TABLES 1-3
Jc pp—tilut mplylagwltift
1 7 19Qv19 1v Florid e d Co q
I�oq Uau
MAX.UNIT I s t9 8 s / I j n y N�An ade yr 1
HEIGHT 1 19 s 19 s 719"
PERTABLESI3 . . .
�,
71,
7I \` C 41j�
POCKET j ,•�1LEMS& �,
ILL
—L il 1 1
8-PANEL CONFIGURATIONS : No.53705 '
R.wsy. R
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SC 101$20}5 A
NO ES THIS SHEET 1070 TECHNOLOGYOR9/E EJ(AMPLECONFIGURATIONS /�5��'�CUR10P''\y�)�`
'IEOFo Reww,r N.VENICE,FL 34Y75
R.ne n,`. R.wwr SERIES 770 ALUM.SGD-LM IMPACT �;,11111
(9rf}aeafsoo
A.LYNN MILLER,P.E.
SGO-770 NTS 3 w 22 PGT0130 A P.E.958705
JR 10110114 CERT.OFAU7H.n9296
GLAZING DETAILS (G3, G3A, G4, G4A, G5&G5A)
,7ft8 M. 7116"NOM. 1"NOM.
3116"HS GLASS 3/16"HS GLASS 3/16"HS GLASS
.090"PVB
.090"PVB .090"SG 3116"HS GLASS
3/16'HS GLASS 74 3116"HS GLASS 74 318"AIR SPACE 74
3116"T GLASS
82 82
83
EXTERIOR 314"NOM. TERIOR 314"NOM.
GLASS GLASS 314"NOM.
56 GLASS
BITE 1�3 BITE
BITE
EXTERIOR
80 BO
79
64 54
55
7/16"LAMINATED GLASS TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5
9116"NOM. 9/16"NOM. 1"NOM.
3/16"HS GLASS
1/4"HS GLASS 1/4'HS GLASS .090"PVB
.090"PVB .090"SG 3/16"HS GLASS
1/4"HS GLASS T4 114"HS GLASS 74 5116"AIR SPACE 74
114"T GLASS
82 82
83
314'NOM. 3/4"NOM. 314"NOM.
EXTERIOR GLASS EXTERIOR GLASS
ter' 58 GLASS
BITE a BITE BITE
EXTERIOR
8, 8103
54 54 79 •PPmved atmmplyl¢;w$lar
55 Flak i Id 9 C
U�le
NOMI
al "
mdW
9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G. GLASS,TYPE G5A
Oy
GLAZING NOTES: ,��n
"ANN"=ANNEALED
"HS'=HEAT STRENGTHENED No.53705
'T"=TEMPERED = '
"PVB"=.090'BUTACITE PY KURARAY AMERICA,INC. - _
cr'
"SG'=.090"SENTRYGLA Y KURARAY AMERICA,INC. =-U o .Z o�ls
R.ne"r. aN.: w o�ca+.. S'fAfE 0
SC 10/82016 A UPDATED INTERIHYER6fANUFACTURER 10707ECHNCiODYDRIVE GLAZING DETAILS ',T�,�••�LOn1OP,••'G\;
a em bu N.VENICE,FL 34276 ms �/ t\p'•.••.•• !-"�\
(941)460.1626 SERIES 770 ALUM.SGD-LM IMPACT
RnT�
— — uµv� r A.LYNN MILLER,P.E.
�ad1e� °im'
CERT.DFAU7R.rM96 W.770 NTS 4 -22 PGTO130 A P.E.n 58705
JR 10/10/14
GLAZING DETAILS(GIS, G6A, G7,_G7A, G8&G8A)
1"NOM. 7116"NOM. V NOM.
3116"HS GLASS- 316"ANN GLASS 3/16"3/16"ANN GLASS
.090"SG— .090"SG-
3116"HS GLASS- 080"SG 3/16"ANN GLASS
-
3/8'AIR SPACE— 74 3116"ANN GLASS 74 3/8"AIR SPACE—- 74
3/16'T GLA 3/16'TGLASS
82 U
83 (8355 )
314"NOM. EXTERIOR 3W NOM. 3/4"NOM.
GLASS
GLASS 1�j @--I' GLASS
EXTERIOR BITE BITE EXTERIOR BITE
1�3 60
ug 79
55 54
1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 I"LAMINATED I.G.GLASS,TYPE G8
3116'HS GLASS-
1"NOM. 9/16'NOM. 3116"ANN GLASS- 1"NOM.
.090"SG `114"ANN GLASS— — -AG
3116"HS GLASS- .090"SG .090 5116"AIR SPACE— 74 114"ANN 74 3/18"ANN GLASS-
114"T GLA — 5116.AIR SPACE— 74
83 82 1/4"T GLASS--\
3/4"NOM. EXTERIOR 3/4'NOM. 83
56
GLASS GLASS 56 314"NOM.
EXTERIOR BITE BITE GLASS
BITE
16 ANNGLAW
3/4 NO
G�SS
BITE
"'0"SG
!��NN GLASS
5*1.R4 NOM.�SS
BITE x
EXTERIOR
79 55 54 79 4pprovcd*awopIyIqvdthd*
Florida
Dile
nifty
1 LAMINATED I.G.GLASS,TYPE G6A Miami a
9/16"LAMINATED GLASS,TYPE G7A V LAMINATED I.G.GLASS,TYPE G8A
GLAZING NOTES:
"ANN"=ANNEALED V N
*HS"=HEAT STRENGTHENED
"r=TEMPERED
"PVB"=.090"BUTACITE PYAY KURARAY AMERICA,INC. NO-58705
"SG"=.090"SENTRYGLAnY KURARAY AMERICA,INC.
sc L
R.WBr. OF
UPDATED INWRLAVER WNUFACTURER S011,L /.III
1070 TECHNO1.001YORW GLAZING DETAILS
34276
7w9bF VENICE,
(941M8Z SERIES 770 ALUM.SQD LM IMPACT
3=—By
JRJ_ft�PGT0130 I LYNN LLEKP.E.
Tr
CERT.0FAUYH.#29M S00-7710 I'NTS1 5 -22 A P.E.058t(15
TABLE 1: T LE 1A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved If Helghtto Max.(+)DP
configurations on Sheets 2&3) Maximum DP for all sizes:+601-60 (Water Infltration Rating)
(May be limited by Table 1A)
For er astragal anchorage on 90"or 135°comer units,see sheet 11 Sill Riser Height (+)Design
Door Unit Height (Flat or Box,see pressure,psf
Table applies to Glass 84" 90" 96" Sheet 17)
Types 3,3A,5,5A,7,7A,8 7/8"D O 73-1/8'DLO79-7/6'DLO 85-7/8'DLO Flush-1.112' sea note 3
&8A and the Stile!Astrega Anchor Group Anchor Group Anchor Group Anchor Group L
types shown below. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 odium.3-1/,V' +60.0
as S C4+ +1 +1 +1 54+1 +1 C4+1 + C4+1 + C4+1 + C4+1 I C4+
24" DLO Jamb 8 8 8 8 B 8 B 8 8 8 8 8 1 8 8 B 8 SEE NOTES 1-3
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 7+B 7+8 7+8
Head/SIII C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 1 C4+1 C4+1 C4+1 C4+1
23"
30' DLO Jamb 8 8 8 8 B 8 8 8 8 B 8 8 1 8 8 8 8
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
am 36" DLO Jamb B 8 8 8 B 8 B B 8 8 8 B 8 8 8 8
P-hook 6+ 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 OH LENGTH
Head/Sill +1 04+1 C4+1 C4+1 +1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
42 8—
DLO Jamb 8 8 8 6 8 8 8 8 8 a 8 6 B 8 8 8
P hook 6+7 6+7 6+7 8+7 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 w
Head/SIII +2 C4+2 C4+ +2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 = of OH RATIO 2,1
48° DLO Jamb 8 8 8 8 8 B 8 8 8 8 8 8 8 8 B O
P-hook 8+7 6+7 . 6+1 6+7 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6
FOR EXAMPLE ON USING TABLE,SEE SHEET 7.
OH RATIO=OH LENGTH
NOTES: OH HEIGHT
1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"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 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH=
TABLE 1A. NOM.PANEL WIDTH-7'
3)4",3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT=
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125"
ADJACENT DIAGRAM):THIS CONDITION IS NOT RATED FOR WATER INFILTRATION,
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT=
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866"
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
Interlock P-hook Lockstlle @Jamb Straight Astragal Lockstlle @ 90'Astragal Lockstl e @ 135'Astragal Lockstlle @
Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal Approved o complying wft
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile FloridaId 8
u '
Dk
Standard Astragal Inside Rep# —
�IIp,Q�^�',I�� a Outside Com Outside Corner et un oo c Product
V� Corner
41ESa..l. 35M� Ity-
Insideide Cor Corn C'!s'
orneae u \� ��"NOENt 6@9j �4
Part 061(Stile) Part 461(Stile)
- '•i1
Part#60(Stile) Part#119(Out.) ";• No.50705 _
Part 960(x2) Part#60 Part 060 part#67(Astragal) Part#60 Part#116(Corner part#120(In.) Parts#318,02 Part#61 _
Receiver) (Corn.&Fxd Mount)
•. c O
r.
SC 1aW016 A NO CHANGES THIS SHEEr 10707ECHNOLODYDRNEFff.
PANDANCHORAGE .�CaIxtUP..•'G�','
N.VENICE Fl.90276nr i tS;n •" '.
ate: ,,xu SERIES 770 ALUM.SGD-LM IMPACT �''i,;10IgF��•E
(011}1841600 u.�.voaa m.�r aw- A.LYNtd AIILLER.P.E.
CERT.OFAUrrl.820208 SOD•770 NTS 6 -22 POT0130 A P.E.#58705
JR 10/10/14
TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+60/-60
For comer astragal anchorage on 90'or 135'comer units,see sheet 11 (May be limited by Table 2A)
Table applies to Glass TypesDoor U Height
4,4A,6,6A,7,7A,8&8A 702' 108' 114' 120'
and the Stile/Astragal types 69-1/8'DLO 73-718'DLO 79.7/8'DLO 85-7/8'DLO 91-7/8'DLO 97.718'DLO 103-7/8'DLO IOD-7/8'131.0
shown below. Anchor Group c or Group Anchor Group Anchor Group • nc r Group Anchor Group Anchor Group Anchor Group
1 2 3 1 4 1 2 3 1 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4
ad/Sill C4+1 +1 C4+1 G4+1 N C4+1 +1 CA+1 C4+1 C4+1 +1 C4+1 C4+ +1 C4+1 C4+ C4+1 C4+1 • +1 C4+1 04+ 04+1 C4+1 C4+1 +1 C4+1 04+1 + CA+1 +1 C4+
24' DLO Jamb B a 8 8 B B B B B a a a B B 8 8 1D 10 1D 10 10 10 10 10 10 10 10 10 10 10 10 10
P-hook 8+7 6+7 6+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+6 7+8 7+8 B+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
Head/5111 C4+1 C4+1 C4+1 C4*1 C4+1 C4+1 C4-1104+1 C40 C4+1 C4+1 C4+1 04+1 01+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
30' DLO Jamb 8 8 B 8 B 8 8 B B a 8 8 a 8 B 8 10 to 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P4=k 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+0 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
Haad/SIII C4+1 CA+1 C41+1 C4+1 C4+1 CA+1 C4+1 01+1 C4+1 C4+1 C4+1 04+1 04+1 CA+1 Gi+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
3T 29'D O •Wmh B 8 8 B 8 8 B B B 8 8 B B B 8 8 10 10 10 10 10 10 10 10 10 70 10 10 10 10 10 10
P400k 6+7 a+7 6+7 6+7 1+8 7+6 7+8 7+8 7+8 7+8 7+8 7+6. 7+8 7+8 7+8 7+8 8+9 8+9 0+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 0+10 9+10
Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 G4+1 C4+1 C4+1 CA+1 04+1 C4+1 C4+1 C4+1 04+1 C4+t CA+1 C4+1 C4+1 C4+1 C4+1 04+1 CA+t C41+1 C4+t C4+1 C5+1 C5+1 G4+1 C4+1 C5+1 C5+1
42' OLgO Jamb a 8 B 8 B 1 8 8 a 8 B B B 8 8 a 0 1 10 1 10 10 10 io 10 10 10 10 10 10 10 10 10 10 10
Patook 6+7 6+7 6+7 8+7 7+8 7+8 7+B 7+8 7+8 7+g 7+B 7+8 7+8 7+8 7+6 7+8 8+9 6+9 B+9 8+9 9+9 8+9 0+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 0+10
Head/8111 04+2 04+2 C4+2 C4+2 C1+2 04+2 04+2 C4+2 04+2 04+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C4+2 C5+2 C5+2 C6+2 C6+2 05+2 C6+2 C5+2
48' ol-O Jamb a B 0 8 a 8 8 8 8 B B B B 8 E 41" B B 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 f0
P-hook 6+7 6+7 6+7 6+7 7+9 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 1 8+9 8+0 8+9 8+9 B+9 B+9 B+0 9+10 9+10 9+10 9+1019+1019+1 9*10 0+10
Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 04+2 04+2 C4+2 C4+2 C4+2 04+2 C4+2 04+2 04+2 C4+2 C4+2
54' DLO Jamb 8 B a 8 8 0 B a 8 B -9 8 B B 8 8
Pftook fir? B*7 6+7 6+7 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+B 7+a B 7+8
Head/Slll C4+2 04+2 C4+2 C4+2104+2 C4+2 C4+2121+21 C4+2 C4+2 C4+2 C4+2 C4+216+--2 + C5+2 Not available in these sizes
80' DLO Jamb B 8 B B 8 a 8 8 8 B 6 B B B B B
P4took 8+7 6+7 a+7 8+7 7+B 7+8 7+8 7+8 7+B 7+8 7+8 7+B 7+ B 7+8 + 11+
NOTES: O= EXAMPLE ON SHEET 9
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL. DLO WIDTH=
2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL, TABLE 2A: NOM.PANEL WIDTH-7"
POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Height to Max.(+)DP =
(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) DLO HEIGHT
OH LENGTH �+
3)4',3-1/4'AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" DOOR UNIT HEIGHT-10.125"
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. Sill Riser Height res Design
(Flat or x 0 Box,see W � PANEL HEIGHT
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PRO =
TECTED BY Pressure,pst OH RATIO 1
Sheet 17) o DOOR UNIT HEIGHT-1.866"
AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Flush-1-1/2" see note 3 0 o
NOT RATED FOR WATER INFILTRATION.
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-112' +48.67
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-1/4' +60.0
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4' +60.0 OH LENGTH
INSTALLED. SEE NOTES 1-3 OH RATIO= OH HEIGHT
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 Lockstlle @ Approved u eumptylagwU tDs
Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal F).da Id g
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 Date
Standard Astragal Inside NOAH
Outside C'-•�L Outside Corner st eml de Prodeet ono!
Corner or.
tl
Inside (4YNN
Corner Oulslde �; ........ /ll i
Inside Corner `t P
Corner \��,.•'�tGENSN'••,fit'
Part#61(Stlle) Part#61(Stile) part#119(Out.) Part U61(Stile) F ''.•t
Part#61(x2) Part#61 Part#61 part#67(Astragal) Part#61 Part#118(Comer part#120(In.) Parts 431  Part#61 _ %r No.58705
Receiver) (Corn.&Fxd Mount) - _* -
SC 1(Y&2016 Aix OCHANOESTHIS SHEET 0 I�:•�"
1070 TECHMOLOGYDRNE DPANDANCHORAGE _ � r Lr�
C) ST,1E �
arrr•
H.VENlCf3 h1 91276 Tie �i'r��',FLOn40�"•'•(j,�
("rJaq-16M SERIES 770 ALUM.SGD-LM IMPACT %;,�;;/0 f�'jLFS,
e.rwwac rare — o7 LYNi{MWR.P.E.
JR 10/f0114 aaK CERT.OFAUTH.#29296 a SOD•770 NT$ 7 -22 PGTO130 A P.E.868705
NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OR SEE"C5"CLUSTER
SEE JAMB (7)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTH —DETAILS,SHEET 10
SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR FOR ASTRAGAL
NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 I K REQUIRES°C6" SHEET 10 FOR INTERLOCK O C
POCKETSCLUSTER,SEE
THIS AND 60'NOM. DETAILS x x
SHEET SEE POCKET (8)P-HOOK i---___ _ x x PA x x x x x 6•
JAMB MOUNTING x x x x x x x x x
INSTALLATION, ADAPTER MAX. x x x x xx X x x x x x
THIS SHEET ANCHORS MIDWAY i 1o 3"MAX.
$SHEET 14 BETWEEN P-HOOK 4 PAIRS OF
ANCHORS&AT 3" i 1+ ® o x= x
I 1 x ANCHORS
1 FROM TOP 8 i 3--10 I 'I ANCHORS 96" (TOTAL 8
BOTTOM 0 14" I I I 1 o UNIT 21 MAX.
ANCHORS)
MAx o.c. HEIGHT O.C. PER JAMB
4.051° "MAX.TOOPENING iv& ®I 14'MAX.O.C. ()®=P-HOOK x
EDGE OF POCKET SEE i w i I° O ANCHORS x DSETAIL EE MB
INSTALLATION i o¢ ® Z
DETAILS'Jc'&'Kc', imRO i®i ° mo=P-HOOK BELOW)
END PANEL SHEET 14&PART o I I MOUNTING x
ANCHORAGE DETAILS'J'&'K', h 1 i j ° r W MAX. x
24"MAX. (2 ANCHORS) SHEET 19 FO i ' k®1 I I + ANCHORS x x
O.C. P-HO 6"MAX 1oL� x x
x x EL
ANCHORAGE ANCHO END PANEL x' x x, x x x xx xxx xx x x' x x x ANCHORAGE(SEE
CHORAGE x' x xx x x' .+2. ,+2• SKETCH BELOW)
(SEE SKETC `�•+2• �•+2' �•+2' lAt HORAGE ANCHORAGE
CENTERLINE 8"MAX., ANCHORAGE ANCHORAGE ANCHO E�
OF PANEL 1 2.04"
24'MAX. EXAMPLE'5-PANEL 2 TRACK 90"OUTSIDE CORNER-oXX/XXO- T ANCHORAGE PLAN:
O.C. 160"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" CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 41" OCCURS AT THE P-HOOK.
NOM. • INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX PANEL SEE"C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C.
WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.MAXIMUM.
FOR INTERLOCK
ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY � 5.64"
"+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR
CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT ccv—OF 6"MAX.
3.5" REQUIRED AS PER THE FIGURE AT RIGHT: .
CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR -2-TRACK
OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE FRAME JAMB
P-HOOK ANCHOR DETAILS ON SHEET 14. Approved ummldyl•svdth l�
"+2"ANCHORAGE ANCHOR PAIR o rtd. d i r
REQUIRES CENTERLINE SEE°C5°CLUSTER END PANEL
6.(LUSTER,SEE CENTERLINE
DETAILS,SHEET 10 ANCHORAGE NOM
• l DETAILS,SHEET II �OF FOR ASTRAGAL �OF (2 ANCHORS) 8„ e1 m1 see Product Co•tid
INTERLOCK ASTRAGAL
•
4.051" _ 3.5, 1 MAX. n1'.
• • • • • _ ``�`OSS{ LYidN
No.50705
CENTERLI
EXTERIOR It��--CENTERLINE "+2"ANCHORAGE CENTERLINE •+2"ANCHORAGE OF PANEL H -
I OF PANEL 3 OF PANEL 4
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS ;. (� 3` �S 11Y
SC taWMI5 A O CHANGES THIS SHEET l :, STA[OP
1070 TECHNOLOGYORIVE ANCHORAGE SPACING&EXAMPLE PLANS coHco�.••'-�
x"wms N.VENICE,FL 34275n� 6,�Q.......�\•��;
SERIES 770 ALUM.SGD-LM IMPACT 7, NAA
(0aNa0.1600
srw,ti s� a".e o.Nvra a.,. A.LYN�1"MILL�R,P.E.
CER7:OFAU7H.P10206 ® SOD-770 NTS s ^�22 PGT0130 A P.E.a 58705
JR 10/10/14
TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved contigurationa on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)DN
For comer astragal anchorage on 90'or 13S,corner units,see sheet 1 t (May be limited by Table 3A) (Water Infiltration Rating)
rdl H
Table applies to Glass tyDoor Uel ht S111 Riser He!
Types 4,4A, 80 84' 90' 96' 102' 108° (Flet or Box,see (+}Design
6,6A,7,7A. 8&SA and the Stile/ _69-7/8"DLO fa'DLO 79-7/d"OLO 85-7/8,DLO 91-71LO 97-718"DLO Sheet 17) Pressure,psf
Astragal types shown below. Anc orOroup Anc or Group AnchaGroup Anchor Group Anchor Group AnehotGrou Flush-1-112' seellote3
s
1 2 3 4 f 2 3 4 1 2 3 4 1 2 3 4 i 2 3 4 1 2 3 4 Low-2-1t2' +48.67
nPressure +/-g0.0 r + s +1-75.0 Pat
17' HeadrSlB C4+1 G4+1 G4+f 04+1 C4+1104+1 C4+1 C44 C4+t 04+1 C4+f C4+1 C4+1104+1 G4+1104;7 G4+1 C4+1 04+1 C4+1 C4+1 04+1 C4+t CA+1 Medlum-3-1/4'
24' DLO Jamb 8 8 8 8 8 a 8 8 8 a 8 8 8 8 8 a 10 10 10 10 10 10 10 10 Htgh-41
P-hook 6+7 6+7 6+7 6+7 7+8 7+S 7+$ 7+B 7+$ 7+B 7+B 7+8 7+8 7+8 7+8 7+8 $t9 8+9 6+9 8+9 8+9 $t9 8+9 8+9 SEE NOTES 1-3
Design Pressure +/.90.0 sl +/-82.5 sf +/-78.0 sf
30' 23" Haad/SI3 C4+1 I C4+1 I C4+1 I C4+1104+1 1 C4+1 1 C4+1 I C4+1 C4+1 04+1 G4+1 C4+i C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+f C4+1 C4+1 C4+1 C4+i C4+1
t DLO Jamb 8 8 I 8 I 8 1 8 1 B 1 B 1 1 a 8 B 8 8 B 8 8 10 1 10 1 10 1 10 10 1 10 10 10
P-hock 6+7 6+7 6+7 6+7 7+8 7+ti 1+8 T. 7+8 7+B 7t8 T+8 T+8 7+8 7+8 7+8 8+9 8+9 1 8+9 8+9 8+9 8+9 1 8+9 1 8+9
Design Pressure +/.90,Op3r +1.82.6psf +/-75.Opsf
36, 29" Head/Sill C4+f C4+f C4t2 04+2 04+1 C4+i C4+2 04+2 04+1 C4+1 C5+2 C6+2 C4+1 C4+1 C6+2 C5+2 C4+1 C4+1 C5+1 C6+1 C4+i C4+1 C6+t C5+1
a. DLO Jamb 8 B 8 8 8 a 8 a B a a 8 $ 8 10 8 10 10 10 1 10 10 1 10 10 1 10
_'9 P-hook 6+T 6t7 6+7 6+7 7+8 7+8 I 7+8 1 7+8 1 7+8 f 7+8 1 7+8 1 7+8 I7+a 1 8+9 8+9 8+9 8+9 1 8+9 8+9 16+9 8+9 8+9 tt+9 8+9 I
E Design Pressure +/.90.0 psf +l�2.6 pa! +1-76.0 pet OH LENGTH i�-
� 42' 35' HeadrS9i C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C5+2 CS+2 C5+2 CS+2 C5+2 C5+2 C6+2 05+2 C5+2 C6+2 C5+2 01-2 C5+2 C8+2 C5+2 C 1-7 C5+2 C5+2 1-
DLO Jemb 8 a 8 8 8 8 8 8 a a 20 8 8 a 10 8 10 10 t0 f0 10 14 10 10 =
P-hook 6+7 7+8 7+8 7+e 7+8 7+8 7ta 7+8 7+8 8+9 8+9 $+9 $+9 $+9 8+9 8+9 6+9 8+9 8+9 Bt9 8+9 6+9 8+9 8+9 w a
Des tgrt Pressure +Ago.0psr See Note R betoyc +!•82.5 pal +/-76.0 pst = o� OH RATIO 2:1
141. 41' HeadISlll C4+2 C4+2 C5+2 C5+2 CA+2 CS+2 CS+2 05+2 05+2 C6+2 C5+2 C5+2 06+2 05+2 06+2 06+2 C5+2 06+2 08+2 C6+2 C5+2 C6+2 C6+2 06+2 0
DLO Jamb 8 8 $ 8 8 6 10 a 8 8 10 6 B 8 10 a 10 10 10 10 t0 10 10 10 S
P-hook 6+7 7+8 7+9 7+8 7+8 8+9 8+9 8+9 8+9 8+9 B+9 8+9 a+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 a.' ..-�
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A;+1-90.0 PSF FOR GLASS TYPES 4,4A,6,6A.7A, 8&8A; +1.67.1 FOR GLASS TYPE 7
NOTES:
1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON T HE USE OF THE 4"SILL. OH RATIO=OH LENGTH
2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-0/4'SILL,POSITIVE WATER DLO WIDTH= OH HEIGHT
DP IS 60,0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES NOM.PANEL WIDTH-7'
UNCHANGED).SEE TABLE 3A.
3)4',3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND DLO HEIGHT=
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN DOOR UNIT HEIGHT-10.125"
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT=
BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866"
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION.
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
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 235'Astragal %ppm,daswmplylogMthW
Florida_ dd g
Heavy-duty5tiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile WeavydutyStlle 0,e j)
Heavy-duty Astragal Outside Comer Outside Insidemt de-
Corner Corner
Inside� a.�t..�Ft��r t t 1 'III
Inside Carney Corner Outside :�\o�a�;cCr,s_pijll/F,'
Corner
Part 961(Stile) Part 461(Stile) Part#119(Out.) Part#6l(Stile) is No.68705
EI-1#61(x2} Fart#62 Part#61 Part#68(Astragal) Part 461 Part#118(Corner part#120(in.) Parts#31  Part#61
Receiver) (Corn.&Fxd Mount)
luno BY' Hero: R.Neont `^" ,�A744—• �" , '•J
SC !d'82e16 A OCNANGES TNt3 SHEETe t
rorolscHNotoororuMFff.DPANDANCHONGE ���'••�. FcZ 0 R1 t. •N.VENICE FL 34276 � �`� .. .......M41)-90-1689 SERIES 770 ALUM.SGD-LM IMPACT .a.+.ue.t oar• ®arc i1,JR 10110114 CERT.CFAWN,#79266 SGD-770 NTS B aZ —" P07-0130 j� A.LYNN MILLER,P.E.
P.E.#58705
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 'y 6-DIAG.
INTERLOCK--[-iF NEEDED INTERLOCK--I CONDITION,USE INTERLOCK IF NEEDED 2.04' 2.04
CENTERLINE I
3.6' CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE 1 1.75" EXTERIOR - 6'DIAG.
1.75' 7" 771 3.6"r-7- 21"
4 DIAG. =—I---J "D AG. MAX
2.0 2.0 O.C. EXTERIOR
2.04" 2.04' 2.04 21"
EXTERIOR r =DLAG 5.64* MAX.
7- EXTERIOR 7.--4 EXTERIOR 3.5" -1 D.C.
2-TRACK FRAME HEADISILL 'U76"MAX.
2-TRACK FRAME HEADISILL 2-TRACK F FRAME HEADISILL U5114
0 ASTRAGAL OR INTERLOCK Q)ASTRAGAL OR INTERLOCK �ABTRAGAL OR INTERLOCK - —
2-TRACK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER
FRAME JAMB oM
ANCHORS ARE REQUIRED,"C*') ANCHORS ARE REQUIRED,-05') ANCHORS ARE REQUIRED,"C6') ANCHOR PAIR 6AX.
T— 4-TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL ORL_SPLICE LOCATION 6"DIAG. FRAME JAMB
INTERLOCK- YFNEEDED INTERLOCK--j CONDITION.USE INTERLOCK IFNEEDEDEXTERIOR ANCHOR PAIR
CENTERLINE i CENTERLINE C6'CLUSTER DETAIL) CENTERLINE 3.5" 2.04"
7.
ANCHORS MAY BE INSTALLED
1— -6 21" EITHER IN THE EXT.OR INT.
1 2.04" MAX. TRACK(INT.SHOWN)
4.08" 4,08' 6/ 14"DIAG. D.C.
2.04'
51 NOTES:
EXTERIOR 1.ALL DIMENSIONS SHOWN
EXTERIOR 7k' 44V DIAG. 1 —43
10, t-F .'. 1— 6.MAX, ARE BASED ON MIN.
3'
3-TRACK FRAME HEAD/SILL 4E HEAD/SILL 3-TRACK FRAME HEADISILL ALLOWED.
(a)ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK 2.FOR HEAD OR SILL SPLICE
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT
ANCHORS ARE REQUIRED,"C4') ANCHORS ARE REQUIRED,"CS-) ANCHORS ARE REQUIRED,'C6") ANCHOR PAIR P-HOOK SEE SHEET 9.
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE FOR SPLICED
INTERLOCK-�-iF NEEDED INTERLOCK (FOR SPLICE CONDITIONS ONLY:
CENTERLINE I CONDITION,USE INTERLOCK CONDITION,DO NOT
CENTERLINE CENTERLINE USE THIS DETAIL) SPLICE LOCATION
-- 1,75" C6"CLUSTER DETAIL) VIF NEEDED
P— 3.5"
0 1
2.04" 2.04" VDIAG. 2.04" Mpmv--wplyI4xwIILt6
Oak
2.04' AG. 4"DIAG. NOAP
A 0 Illiffiful Ado p ad
"4"DIAG.-- I L 2.04sy
-
3.5"
EXTERIOR EXTERIOR EXTERIOR LYNN
71. 7" 3.5 . ..GENs.........
IG 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL
0-ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK a ASTRAGAL OR INTERLOCK
No.58705
(USE WHERE 4 CLUSTER
(USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C6')
ANCHORS ARE REQUIRED,-04') ANCHORS ARE REQUIRED,"CV') WITH&WITHOUT SPLICE CONDITION
amr,
sc las20f6 A NO CHANGES THIS SHEET
Si TE F
A VE
1010 TIE HNOLOGYDRIVE ANCHOR�MA EXAMPLE CLUSTERS
IV,&a 34276 ........
w-m—w
SERIES 770 ALUM.SGD-LM IMPACT
VX�7 A.L'Y'N'WULER"P.E,
CERT.OFAUTH.#29290 --j N PGT0130
JR Our. s---SbGlc37l0 T10130 A P.r.4 58705
2.04" 2.04' INTERIOR 2.04" INTERIOR 2.04" NOTES'
INTERIOR INTERIOR 7„ 1.ALL DIMENSIONS SHOWN
8 94" ARE BASED ON MINIMUM
6 12" ?4'DIAL. 6 12' 4"DIAG, 3 5' 3.5" ALLOWED.
INTERIOR 7" INTERIO INTERIOR 2.DETAILS DEPICT ANCHOR
INTERIOR 1 ° QUANTITY AND SPACING,
90 3. " 90° 3. " 1 ° EXTERIOR AND WOULD BE IDENTICAL
EXTERIOR EXTERIOR 4"DIAG. 4"DIAG, FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
" EXTERIOR
3.5' 4" 3.5" 4" 3,5" 3 5" 4„ "+1"ANCHOR
2,04• EXTERIOR 2 04" 7" 2.oa' EXTERIOR a" 2,04 7• 8.94•
EXTERIOR
90°CORNER 90°CORNER 135°CORNER 136°CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I OF PANEL
ANCHORS ARE REQUIRED,"C4" ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED, C4-) ANCHORS ARE REQUIRED,"C6")
^+2'ANCHOR
a.oa" _
INTERIOR INTERIOR
EXTERIOR 4.08"
"+1'ANCHOR 2 04"
4' 7.41„ ° 4"DIAG.
INTERIOR 3.5 INTERIOR
135° 3.5'. I
9o" 7' �CENTERLINE
.3 I EXTERIOR OF PANEL
3.5" "+3"ANCHOR
4.08" 4.08" 7„
5.37"D AG. 5.37"DAG.
CENTERLINE 2.04' 4"DIAG.
3.5" 4" 3.5" 4 OF PANEL
EXTERIOR EXTERIOR 7" 4 INTERIOR ON "+2"ANCHOR °3.5'
7' EXTERIOR ALL 7„
90°CORNER 135°CORNER n VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V CENTERLINE
('C6"ANCHOR CLUSTER REQUIRED ('C6"ANCHOR CLUSTER REQUIRED OF PANEL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
INTERIOR—� 6.12" INTERIOR 2.04"
f 2.oa" 6.12" 3.5"
4.. EXTERIOR 5.89" CENTERLINE
INTERIOR OF PANEL
INTERIOR g0° 4 3 5" 135° +3"ANCHOR
7' 04"
G.
�pprovM u eomplyles elt►Id►
G 3.5" ° PlerMta Id 6 201
6.12" 4"DIAG. 6.12" 4.08" Dau
7" EXTERIOR NOAH
laml de rodad
DY,
2.04" 3.5" 4" 4"DIAG. 3.5" 3.5" .A ,,
EXTERIOR 7 —_ EXTERIOR 4' 2.04" ~CENTERLINE
OF PANEL
�,�/
90°CORNER 135°CORNER ,{ 0cEF1sF Fp
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILLr'
4-TRACK FRAME HEAD/SILL _' •%�' 1•l0.52705
("Ca"ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) ULY
IO2..1141
so 1Nfl2015 O CHANGES THIS SHEET 1070 TECHNOLOGY DRIVE ANCHORAGE,EXAMPLE CLUSTERS
%mm. Rl� `�T'.. ��
RFM By. Do* N.VENICE,FL 94276 fac i �} ORIOH.•'��;•
R 0°br RM ' h1)460,1800 SERIES 770 ALUM.SGD-LM IMPACT �' ; l�'
s.4t4te — s/+•t a'""e�+ Rn: A.L11NN MILLFtIi,P.E.
0.„ney: mw �-d Q°w CERT.OFAUTH.#20209 ® soo-n0 NTS 11 a 22 PGT0130 A P.E.#58705
JR 10/10/14
INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET I
EDGE DISTANCE: EDGE DISTANCE: MIN.OF 3 THREADS BEYOND
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET I EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A,SHEET I
EDGE DIST
SEE TABLE
DISTANCE:
A-'
C
SE
SHEET E'-
T
EXTERIOR NOTES:
6
EDGE DIST
SEE
DISTANCE:NCE.
4EE TAEJ)LE A SHEET
T I
B "
2_1/16
114" 114" 1.ALL DIMENSIONS
1/4'
MAX. MAX. MAX. SHOWN ARE BASED
i ;SHII�
SHIM EXTERIOR EXTERIOR
SHIM SHIM ON MIN.ALLOWED.
EMBEDMENT: 2.METAL OR WOOD
SEE TABLE A. SUBSTRATES MAY BE
SHEET USED FOR ALL FRAME
2X WOOD WOOD ANCHOR TYP., 2XWOOD WOOD ANCHOR TYP,, METAL TYP., SMS ANCHOR TYP., TYPES PER TABLE A,
S CHO "T�'
S ANCHOR SHEET I.
TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES
NOTE 3,SHEET I &TABLE A,SHEET I NOTE 3,SHEET I &TABLE A.SHEET I NOTE 4,SHEET 1 &TABLE A,SHEET 1
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD DIAGONAL D.C.IS
Aw WOOD INSTALLATIONWOOD INSTALLATION MIN 4"(HEAD&SILL)
S ' (s METAL INSTALLATION OR 6-(JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11.
SEE ANCHOR NOTES TYP SEE ANCHOR SEE ANCHOR NOTES TYP SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABLE A,SHEET I NOTE 3,SHEET 1 SEE &TABLE A,SHEET I N6�E3,SHEET I SEE &TABLE A,SHEET I NOTE 4,SHEET I
SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
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1(114'MAX.)-L SHEETq- 1 SHEETI
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EMBEDMENT:SEE
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EDGE DISTANCE: 2-1116"•
EDGE DISTANCE: EDGE DISTANCE:
SEE TABLE A.SHEET I SEE TABLE A,SHEET SEE TABLE A,SHEET I
EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
16Eh 2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL
WOOD INSTALLATION WOOD INSTALLATION '-Uw METAL INSTALLATION
EMBEDMENT:SEE
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EMBEDMENT:SEE EDGE DISTANCE:
SEE TABLE A,
TABLE A,SHEET I SHEET
EDGE DISTANCE:
EMBEDMENT:SEE SEE TABLE A, METAL TYP.,
TABLE A,SHEET 1 SHEET SEE ANCHOR,
2X WOOD —9 EDGE DISTANCE: 2X WOOD NOTE 4,SHEET I
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INSTALLATION DETAILS — EMBEDMENT:SEE TABLE A,SHEET I EMBEDMENT:SEE TABLE A,SHEET I NOTES:
CONCRETE EDGE DISTANCE:SEE EDGE DISTANCE: 1.ALL DIMENSIONS
PER TABLE TABLE A,SHEET I CONCRETE SEE TABLE A.SHE CONCRETE SEE TABLE A,SHEET I SHOWN ARE BASED
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INSTALLATION DETAILS NOTES:
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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
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DISTANCE:SEE EXTERIOR 3.SEE TABES
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EMBEDMENT: 7 . y t a-
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ATABLE A,SHEET 1 (ALSO SEE TYP.
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PARTS#18,#20,#22 OR#24, 51. PARTS#18.#20,#22 OR#24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
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R"j'o. 1070 TECHNOLOGYDRW ANCHORAGE DETAILS 1EXAMPLE ELEVATION
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28 0-1 30 7 11 113
27 63 63
26 n227 103
OR 61 6?0 OR 61 62 ill 63 60OR61
29 14 65
29 120
65 - es 6
EXT.ERIOR III EXTERIOR 0.
*, _ IIII EXTERIOR
62 ID . 62 EXTERIOR INTERIOR EXTERIOR
P-HOOK FOR FLAT SILLS ffPkHOO! F R BOX81LLS INTERIOR 'u,
NT.MOUN T_ jU
I[EXT.OR I RD NT UNLY /1 90* 60 OR 61
Y�
INTERIOR
go
*RIOR EXTERIOR
9
M211 NOR T
3 INTERIOR
LOCK PART LOOK -T LOCK PART V- 7
75 07-11 G7705 10711 75 107-119 5 &R�INTERLOCK
14
113
60 113 60 el 113 81 !18
FIEXTERIOR EXTERIOR
67 66 113
STANDARD ASTRAGAL#67 Zia HEAVY-DUTY ASTRAGAL# &-t9O'OUTSIDE -INSIDE
WITH STANDARD STILES 960 VO-2 WITH HEAVY-DUTY STILES68#61 �V 2-TRACK SHOWN CORNER W2 2-TRACK90SHOWNCORNER ITEM#61(HEAVY-DUTY
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN STILE)SHOWN,ITEM#60
(STANDARD STILE)ALSO
(BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES
TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6-8 FOR DP
(PSF)ASSOCIATED WITH
LWERIOR STILES.
Q03KIPART
5&�
07�
11
75&107-11
INTERIOR
135* INTERIOR
I I 4ppm. s-mplyl-givu&ft
7 MAWI
11 9
lj35 DOC_gG
o m'4" *'r or;
14 5 61 32 NOAN -
61 103 ml ado rad tn)1
EXTERIOR 01, Ity.
32
11 5
03 EXTERICT 7
75&1 7-11 LYNN OCK PART 31 14 ja 135'INSIDE CORNER .........
�V2 2-TRACK SHOWN
136 OUTSIDE CORNER
Ot 2-TRACK SHOWN
RwW 0 9-0 LTi z
f
SO f 15 A 140 CHANGES THS SHEEr STA'E 0
SO
C' atlA
Yo TECHNOLooYDRIvE HORIZONTAL SECTION DETAILS,CORNERS
7
0
lab,1,odd a
VENICIE,FL 3427$ '
'1bmOt1
SERIES 770ALUM.SGD-LMIMPACT
"W* 2mut 2 1` A A,LYNN MILLI! P.E,
J1 101111114 SG.7111 JdNTSJ 19 PGTL,130 P.E.#58705
PGT PGT# Description Item PGT PGT# Description NOTES:
Item
Dw .# Dw .# 1)ALL ALUMINUM=6063-T6
1 17306 (H7306 2-TRACK HEAD F62
QUANEXIMUSEAL DURASEAL SPACER(COMPOSITE
2 17303 617303 2-TRACK HEAD WITH SCREEN RAL SEALANUOESSICANT)or CARDINAL KL EDGE SPACER 2)ITEMS#33-39,57-59,66,78,84-99,
3 17309 817309 3-TRACK HEAD 17325 877325 PANEL STILE 121&122 ARE NOT USED AND ARE
4 TH2 617312 4 TRACK HEAD 17320 617328 PANEL STILE(HEAVY DUTY) NOT PART OF THIS APPROVAL.
5 17314 817314 FRAME SCREW COVER 17327 617327 INTERLOCK ADAPTOR 3)USE OF#12 OR#13 REQUIRES
6 17317 617317 FRAME HEAD/JAMBADD-ON 1225 eTP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) MIN.#10 SMS OR 3116"MASONRY
7 17304 817304 2-TRACK SILL 1729 77729 SILL END WEATHERSTRIP PAD ANCHORS @ 24"MAX.O.C.
6 17301 617301 2-TRACK SILL WITH SCREEN RAIL 17328 617328 INTERLOCK SCREW COVER
9 17307 617307 3-TRACK SILL 21 !
617329 ASTRAGAL
10 17310 el7310 4-TRACK SILL W 77339 817339 HEAVY DUTY ASTRAGAL
11 17313 617313 FRAME SILL TRACK INSERT 89 17324 817324 TOP&BOTTOM RAIL
12 17315 817315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED)
13 17316 817318 IFRAME SILL SCREEN ENDADD-ON(SEE NOTE 3) 71 1695 1 71695 1-1/2"XV X314'HIGH FN SEAL DUST PLUGS
14 17305 617305 2-TRACK JAMB 72 8153 76153X TANDEM ST.STL.ROLLER ASSY.
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 73 8153 78153N TANDEM NYLON ROLLER ASSY.
f0 17308 617306 3•TRACKJAMB 74 SILICONE DOW-899,DOW-995 OR GE-7700
17 17311 617311 4-TRACK JAMB 75 9185 76185X GEMINI MORTICE 3-PLY DUAL LOCK WA.ONG TRIM PLATE
18 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2' 76 71032XIFPFX 61032 X1'FL.SS SCREW Wl TYPE'F'TIP
19 17319 817319 SILLRISER-BOK FLUSH,1-1/2' 77 7103239 1032 STEEL ZINC U-NUT
20 17321 617321 SILL RISER-FLAT,LOW,2-1/2' 79 17357 617357 1'IG BEAD
21 1 17318 817318 SILL RISER-BOK LOW,2-112' BO 17359 617359 7110"BEAD!FIXED PANEL CLP
22 17355 617355 SILL RISER-FLAT,MEDIUM,3-1/4' 81 17360 617360 9116'BEAD
23 17354 017354 SILL RISER-BOK MEDRJM,3-1/4' 62 1224 MP247K VINYL BULB WEATHERSTRIP
24 17323 917323 SRL RISER-FLAT,HIGH,4" 83 01745 1745 LOWE NC,112 X Vill*SOL SIDE ADN.TAPE,POLYETH.
25 17320 017320 SILL RISER-BOX HIGH,4- 100 8052 48052 ROLLER ADJ.HOLE PLUG
26 17333 017333 POCKET P-HOOK 101 72087 JAMB BUMPER
27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 102 1696 71696 DUST PLUG
28 17334 017334 POCKET P-HOOK MOUNT 103 8160 78168X 1'KEEPER
29 17335 817335 P-HOOKCOVER 104 653 7SDKEEP SCREEN LOCK KEEPER
30 17348 617348 POCKET P4100K FOR BOX RISER 105 17344 617344 FIXED PANEL CLIP-6"LONG
31 17378 617378 13SCORNER 106 17352 817352 FRED PANEL RETAINER-9116'
32 17378 817376 135 FIXED MOUNT 107 1739 71739 HANDLE K0'-INTERIOR RAISED WITH THUMB TURN
ITEMS 4"3 ARE SCREEN PARTS: 108 1740 71740 HANDLE KR-RAISED EXTERIOR HANDLE
40 4319 812258 SCREEN SIDE RAIL-LOCKSTILE 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN
41 7LOCKWGSK SCREEN LOCKSET 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL
42 41818 SCREEN KEEPER SPACER SET 111 I 710X34PPSDAX 610 X3/4'PH.PN.TEK-S.S.
43 8152 88152 SCREEN INTERLOCK ADAPTER 112 1235 67SIO WSTP..27OXA70-FIN SEAL
44 4428 84428 SCREEN DOUBLE INTERLOCK 113 1712 84008 .187'X.230'FNSEAI
45 4317 612250 SCREEN TOP RAIL 114 71OX115PPX 610 X 1-1/2"
48 4318 912257 SCREEN BOTTOM RAIL 115 710XPPT 610 X 1'
47 688 7SRAZ STANDARD ROLLER 116 720XIX 614-20 X 1'S.S. Fd ea comptyiog M1Y IM
48 688 7SRAX STANDARD ROLLER-ST.STL 117 720XI 12X #14-20XIA/2"S.S. FloridaorMla
Dela 10�—.LLY3�(�IL�'
49 4344 64344 SCREEN ASTRAGAL 116 17336 817336 90 DEGREE CORNER RECEIVER NOAH
50 17349 817399 0X0 SCREEN ASTRAGAL ADAPTER
119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL 471 ail Dade Prod.C
51 1692 61692 SCREEN SPLINE-.165' 120 17338 811733890 DEGREE INSIDE CORNER ASTRAGAL By
52 1694 (1694 SCREEN SPLINE-.150' 123 17352 017352 FRED PANEL RETAINER,7/8"
53 61818020 SCREEN CLOTH ` ON`l ..
54 1725 112'X4'X 1/18'SET.BLOCK,NEOPRENE 85+1•b �r.•'�IC>:i`ISF '•.FP ':
55 1726 1 1'X4"X 1/i8'SET.BLOCK,NEOPRENE 85-/-5 FIG.68705
NOTES:
1)ALL ALUMINUM=6063-T6 — 1`c I Y.=
2 ITEMS#33-39,57-59,66,78,84-99,121'&122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. D (0 01 f 117
newaer- 0wc RI&b.
ST AT r'.
SC faWO16 A ADD50a EDGE SPACERTOPART#58 PARTS LIST ^�` /LORIOT;.•
N.TVENICE,FL34275DRIVE r� /� cS'/Ol�F�••
(941)4841600 SERIES 770 ALUM.SGD-LM IMPACT 1�1,l I I I
JJ 1018115 A e,• '•" eau — �eM* a^ A.LYNN MILLER,P.E.
`SJR 10110114 dr, CERT.OFAUTH.#29M
SOD-770 NTS 20 d 22 PGTO130 A REA 68705
5.069" -
8.562' 1.36" 1,36"
0.0801,
1..872.
1.21 T,1 pELIL—a-
0.081"
0.062' 1.019"
0.081" n12-TRACK HEAD 0.081,
�'(6-063-TBAL) 84-TRACKSILL 8.SCREE�Nj
(6063-T6 AL) TILE
6.198" 6.526" 6.199, 5.069" (6063-T6 AL)
121111 0.080, 1.505" 11 F
9w1. — 0.062"
0.081, 2-TRACK HEAD W/SCREEN TRACK 3-TRACK SILL SCREEN
(6063-T6 AL) (6063-T6 AL) 82-TRACKJAMB (F)TOP RAIL
7.105" 2 TRAGK JAMB W! (6063-T6 AL) (6063-T6 AL)
6.221" 15 SCREEN TRACK
1 —1 0.080, (6063-T6 AL) 1.36'
-rT--M-12!11. 1.506, 0.875'
— 1.36"
1 0 062"
0-08" 3-TRACK HEAD 8 2-TRACK SILL W1 SCREEN TRACK
(6063-T6 AL) (D(6063-T6 AL) 0.081,
QB BOTTOM
BOTTOM RAIL
9.142' j — 4 (6063-T6 AL)
.49" 0.081"
0.0801,
7.105"
JT-rT-M- JLr" 1.5I051, -
0.081" — @4-TRACK HEAD 2-TRACK SILL 9141'
(6063-T6 AL) O7
6AL)
Fm
1*514" 00801, 4PProved 08 C*MpVq Wfil(6
'o
Bwdfg cft
0
Dade,
�,, III.:
NMI dtl?wdud�2
L 1,062"
76
1.2 01 0.06V 0.532" � 1.516* Fly.
FRAME HEADtJAMB LN FRAME SILL SCREEN FRAME SILL SCREEN
ADD-ON &ADD-ON t9 END ADD-ON 18 3-TRACK JAMB
(6063-T6 AL) (6063-T6 AL)
(6063-T6 AL) (6003-T6 AL)
S
IF No.58705
REQUIRES MIN.#10 SM REOU RES MIN.#10 SMS
OR 3116"MASONRY OR 3116' 17)4-TRACK JAMB
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24-MAX,O.C. ANCHORS @ 24-MAX.O.C. (6063-T6 AL)
R.Wgr.
4.
sc laswis A 0 OH"A"ARIGES 7nmas STXlEol
EXTRUSIONS ..
N,VENIM a W276 . .......
'wuNv`rux'vbj[ In FSERIES 770 ALUM.SGO LM IMPACT
viW,
JR 1&t0114 A.LYNN LER.P.E.
A P.E 58705
CERT.OFA �TS 1 21 -22 1--PSTO130 1�1 #
0.718" -1 0.83"r- 3.802" 3.802"
52"
2.304" 0.752"
LI
0.7 �� --�j 1.163"
0.885"
I
�7 0.574" 0.796" � i
0.062" T 0.062" J 0.062"
0.264" .J 0.080" 0.233"
OFRAME COVER 11 LIL-L-TRA2s P-HOOK 28 ADAP�OR MOUNTING 1 29 COVER SCREW 0.080" 3o P-HOOK FOR BOX RISER
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
4"
155" 4
2.30 1.486" 1.739" --1
0.080"
0.830" 0.062" 1.600 0.133" 1.600 0.082" 1.303"
1.888"
080" 1.870" 3,125" 0.325"
.016" 1.974' 0;062'
2.44" 3.125"
INTERLOCK INTERLOCK
91 135°CORNER 3z 135°FIXED MOUNT ss STANDARD STILE s1 HEAVY DUTY STILE s2 s5
6063-T6 AL (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER
( ) (6063-T6 AL) (6063-T6 AL)
3.979" 3.979"
4.125"
FL-ji
tL 0.075" 0.062" E04" 1.050" 1.050" (�- 01.05Lt]L0"
0.075" 1.645"
1.645"
11qTL--- A .269'045 •611" .4��-
STANDARD
Imo- 3.25" -�( .045" -1f0.125'" Ll 0.281"sT ASTRAGAL ss HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL 7s GLAZING 80 7/16"GLAZING 81 9/16"GLAZING
(6083-T6 AL) (6063-T6 AL) (6063 T6 AL) o BEAD I.G. BEAD,FIXED BEAD
(6063-T6 AL) PANEL CLIP (6063-T6 AL)
(6063-T6 AL)
1.003" 1.03"
4" 5.621"
0.757° r 0.080'
0.050` L 4pproxsd u mmC�plydl y with N.
FIXED 0.133' Ffofkls Bodin T x201
105 PANEL CLIP �O719' 2.893" 1.498" 0.133" 1.498" SAA
(6063-T6 AL)
0.080" Wimmi D.W Product Clonhd
.550" -X10.863 4" a i
FIXED PANEL 5.621"
0.709" 129 RETAINER,7/8" 120 90°INSIDE CORNER ASTRAGAL .O�V LYNN
0.080" -�I (6063-T6 AL) 2.826' 11s 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) �1cerlsg
I (6063-T6 AL) r
FIXED PANEL 118 90°CORNER RECEIVER Nn.51!705
105 '
RETAINER.9116" (6063-T6 AL) _ `
(6063-T6 AL) -.11 i 6(
eo, wm a o..°r..e '•�. STI 11%U. <f/
SC 1N8@016 EXTRUSIONS
A O CHANGES THIS SHEET ��C)`,.,FL�Fy`p1'.,,• �`��•
" N AVENICE.VENCE FL 36276 SERIES 770 ALUM.SGD-LM IMPACT
(861"Smwo A,L1I�IN AIILL�>4,P.E.
a.Y.*me a�
JR o �'t ora:
JR 10/!0/14 CERT.OFAUM 828285 ® SGD-77o NTS 22 d 22 PGTO130 A P.E.#58705
10