HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3
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71377-171 75'=
z s; FL# FL251-R27
�1 �
d"4. .`14,101.1-,u,Y,.�'..�.. Application Type
Code Version 2014
Application Status
*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 ]ens Rosowski
g ind.stries.c.m
Technical Representative ]ens 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 Sliding Exterior Door Assemblies
Compliance Method . tion
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 FI-251 R27 C CAC 15-1013._14.odf
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 FL251 R27 TI 15-1013.14.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:
251.2 JSGD-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.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 11 15-0106.07 HP.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:
i'251.3 JSGD-680(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
I Approved for use In HVHZ:Yes FL251 R27 C CAC 15-0609.11.odf
f 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 Tl 15-0609.11.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:
251.4 i9GD-770(Large Missile Impact WlnGuard Aluminum Sliding Glass Door
Limits of UseCertification Agency Certificate.
Approved for useln FL251 R27 C CAC 15-1013.15. df
Approved for use de HVHZ:Yes Qualit Assurance Contrac Ion Date
Impact Resistan Ye /2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NO for FL251 R27 11 15-1013.15.odf
product performance information,anchorage details,and anchor ty Verified By:Miami-Dade BCCO-CE
(size,and spacing information. arty:
Evaluation Reports
Created by Independent Third Party:
251.5 jiSGD-770HP(Large Missile Impact) WlnGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R27 C CAC 15-0106.08 HP LM.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
+ Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 11 15-0106.08 HP LM.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
p Created by Independent Third Party:
251.6 jiSGD-770HP(Small Missile Impact) WlnGuard 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.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 Il 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 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.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 15-0903.09.1)df
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL251 R27 C CAC 15-0609.10 DR.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/22/2018
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 I1 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
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 6/30/2016
Florida Building Code Online Page 3 of 3
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 IT 15-0612.06 LM.Ddf
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.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 IT 15-0612.07 SM.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R_7 C CAC, 1 -1210_Q2.LIf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/21/2021
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 IT 15-1210.02..odf
I+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 FL251 R27 C CAC 15-1210.0l.Ddf
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 1T 15-1210.01.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
Created by Independent Third Party:
PW
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 hem.
Product Approval Accepts:
$ccur t'Atrlptcs
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 6/30/2016
MIAMI-DADE 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.miRmidRdLgov/economl
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 t e ilding
Code, including the High Velocity 11 e.-
DESCRIPTION: Seri SGD-770"Aluminum Sliding Glass Door w/90°&135°corners—L.M.I.
APPROVAL DOCUM 70 Alum. SGD ects
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 an ion ate by the Miami- oControl Section.
MISSILE IMPACT RAT G:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a p s name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Oficial.
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.
MIAMI•DADE COUNTY xpiration Date: February 17,2020
11 ja0 (5 proval Date: October 29,2015
Pagre
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.
Product Contro 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 NOA 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-5r11
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
"ButaciteO 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 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FSC-5'b 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 Industries,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 axton;iner P.E.
Product Control
NOA No. 13.15
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 M1n.Edge Min.
INCLUDING POCKETS& 90'0!135°CORNERSMember DIstarre Ernbedrrent
Concrete ImIn.2.8-5 kal) KeacUSIM-M-6 ---V— 1781
GENERAL NOTES 1 1114'Elea Lifiracan ungrauted CMU,(ASTM"0)-- Jamb only 2-1112*
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. — --2--112" �111_'
2)DESIGN PRESSURES, Concrete(Mtn.3.35 mb 1.
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.. 2 CroteFle44-Elo.414'S I-- I ka — S
_/ Ungmuled CMU (ASTM egiO_)
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. P.T.southern Pine fleadMITIJamb 1. 1.3
T
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS i/4•Elco Ultmean n. kal)
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT TM C-S;] Jamb only
0
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA PmMines(SG-0.55) H...,IUJamb 9/18" 1-3/so
012.13-8 or 410 — TS -
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. S.S.sms. Aluminwn.6083-761 3/8' 0.0sr
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 threadstin)— Steel,A361 Headl,91lWaft 318" 0,05W
H..,.",. Is
Steel Stud.A653 or,33* —3tw 0,0451'
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT. Concrete(min.3.279 kal) HW/SID/Jamb 1-112' 1-318'
REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA!S,ANSUAF&PA NDS FOR 1w Elto I"B.S. unowsec CMU.MTM C-90) Jamb only r I_lw
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Aggre-Galor Gmuled CMU(ASTM C-90,min.2 kel gmul) Jamb only F — r
ET_!21lha_!n E eG-0.65 HeadrSlWJamb _1* 1318
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE p,T Southam
Pine
(SG-0.55) HoadfSHIIJamb oils,
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 #12,Steel SMS GS, Aftiminum.6063-TV Head]SRVJafnb 31W
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.11 threadefin) teel
Steel,A381 HeidirSi Wa_mb 318"
_
FLORIDAFLO
DA BUILDING CODE,AS APPLICABLE. stud,
A663 Gr.331 Fga 1swarma-d—
wr
TEST REPORTS:FTL-5980,FTL-5993,FTL•6001,FTL-6014,FTL-601 5,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 BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2'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
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. GENERAL NOTES.............1
4)METAL SUBSTRATE TO MEET MIN,STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO EXAMPLE CONFIGS �2-3
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. GLAZING DETAILS...........,4,5
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL I.S NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT ANCHORAGE.....................6-14
MAX,1/4*THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT DESIGN PRESSURES 6-8
INSTALL DETAILS.............12-14
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS ELEVATIONS.... 15,16
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
I Glass Description(Listed from Uterfor to Interior) PARTS LIST.......................20
Olt EXTRUSIONS ..........21,22.
ZQ03 7118•ILemInaled:(2)Utes 0f3ll6"HS Glass VAIh.DW PVB Interlayer
11
9718'Laminated:(2)Ules of 114*M Class with.080"PVB Intedayer ....q YGla
04 71ir LamInaled:(2)Ules of 114'
1B"HS Glass vAlh.0W SO Inteflayer L DESIGN PRESSURE RATING —IMPACTRATING
Dada
(AA 9flVILOMInalled;(2)Uft 0fl14'HS GIassw(th.090'SG Interfayer SEE TABLES 1 2& D.
6:7&30N RATED FOR LARGE&SMALL M1
G5 l"Laminated 10,:3/16`T Exterfer Cap+318"Air Space+7116*Laminated;(2)Ulea,ofV16"HS Class with 49T PVB Interlayer L SHEETS B MISSILE IMPACT RESISTANCE
GSA I"LAMINIed LO.:114'T Exterfor Cap+51161 Air Space*7116'Laminated,(2)Utes of 3118 HS Glass YAIh.090 PVB Intartayer
0 V Laminated LG,:3116'TExledc
Exterior Ca +31V AICSP$ce+7/18'Leminated;(2)Lftes 012l16'HE class vAth.0V 80 Intsdayer GLAZING NOTES:
GOA 1•Laminated LG,:114*T Extoller Cap+6116"Airs pace+711V Laminated;(2)Utes of$116'113 Glass with.090•So Inledayar 'ANN"=ANNEALED LYNN
G7 711V Laminated:(2)Utee of 3+16'ANN Glass with.090'SG Intedayer "H&'=HEAT STRENGTHENER ...........
GIA EN
9118'LemInated;(2)Utes of 1/41 ANN Glass vAIh.D90'8G InIsdayer "T"=TEMPERED N
08 11'Lamfoated LG.:3116'TExtedor Cap+31W Airspace+7116*Laminated;(!)Utse of3fla,ANN Gas *PVB"=.090"BUTACITEMPYS BY KURARAY AMERICA,INC.
a vAth.09V so Inteltayer No.58705
GSA V Lamilnoted 1.0.:11C TExIeflorCqp+5/191 Air Space+711W Laminated;(2)Chea Glass with.090"SG Inledayer 'SG"=.090"SENTRYGLATBY KURARAY AMERICA,INC.
UPDATEDINTERLAYERMANUFACTURER,
DRW GEIVER4 NOTES ANA MAP •'C) ttTA C OF
I'm
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SERIES 770 ALUM.SGD-LM IMPACT '9101'V Al
/kWNNMiUER".E
CERr.0FAWH.0M POT0130 A REN 58705 P
1070 TE
VENICE,FL
JR t�/Iw,
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"JvP,"Jc•,"Kw"OR"Kc"INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH A NOM.PANEL WIDTH PXXXXP,PAX OR XXXXp.OXXX IN POCKET CONFIGURATION
CAN BE OXXXP.
PER TABLES 13 PER TABLES 1-3
2)90°8135°CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
1
MAX.UNIT j �a MAX.UNIT lw
14 i z 3)FOR NOM.PANEL WIDTH,SEE TABLES 13.
HEIGHT / w HEIGHT "X"--OPERABLE PANEL,
PER TABLES 1-3 I PER TABLES 1-3 I x
w I •O"=INOPERABLE PANEL,
PocxErPocKEr =POCKET DETAIL LETTER
I m
_r\�___; _t\f___� X
1-P 2-PAN "d'=
W
'=WOOD OR METAL INSTALLATION
EL "c"=CONCRETE INSTALLATION
CON ORATIONS 3 CONFIGURATIONS 1 �SHEETNUMBER
MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7"
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
NOM.PANEL IDTH A NOM.PANEL WIDTH ° 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
PER TA ES 1-3 PER TABLES 13
I
1 4 ISO
1 s t j &o MAX.UNIT t9 19 t l o g o
MAX.U IT 3 l a? HEIGHT in
1 19PER
HEIPER TABL 1-3 j TA LES 1-3 I �
POCKET j y I POCKET
LZ--
-PANEL
-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS 1 ,3 1
MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH NOM.PANEL WIDTH
------
PER TABLES 1.3 t PER TABLES 1-3
iia�
J 1 1 .,proved ascomplying lb
101 19 14 1 1 Florl d
1 c l a& uAk
MAX.UNIT SEE NO
I
MAX.UNIT 1 t t j a h HEIGHT � NOTE 511am1 D e Pwduq
1 9 19 1 I PER / 19 /
HEIGHT 1 z,rests
PER TABLES 13 / / / i TABLES 1 3 SHEET. py_ -
St
e pNY,... '.•A�i� '�,�
POCKET EXTERIOR 8, 1 �1��.•'��GE,`!SF'.•�(.`� i
5-PANEL CONFIGURATIONS e F CORNER,TYP. 1 _ / No.56705
(OUTSIDE CORNER SHOWN, C.( —
INSIDE CORNER SIMILAR) A o )-u I S;' 1' ,
�;.�\•.. SfA lOF ��:
Sc iaq=15 A OCHANGESTHISSHEET N.VEMC" LOGY
E,F[942760RAE EXAMPLE CONFIGURATIONS
RWW�� SERIES 770 ALUM.SGD-LM IMPACT
fat/aeatedd
s.wwttI— sn.,e orwvw R.c A.LYNN MILLER,P.E.
CERT.OPAURH.,aems SOD-770 NTS 2 -22 PGT0130 A P.E.q 68795
JR 10/10/14
EXAMPLE CONFIGURATIONS
CONFIGURATIONS NOTES:
MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
355-7/16"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
300.1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION.
NOM.PANEL WIDTH ° EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3 t 12 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
—1`r---i CAN BE OXXXp.
J I
t 1 t 9 1 i 2)90"&135'CORNER CONFIGURATIONS CAN BE A COMBINATION
MAX.UNIT 14 j i;& OF ANY 2 STRAIGHT CONFIGURATIONS.
HEIGHT, , ,3 il U9 M-9.1 / 14 N
t 9 i w 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
96"OR 120"
°X"=OPERABLE PANEL,
POCKET i h
"0'=INOPERABLE PANEL,
POCKET
6-PANEL CONFIGURATIONS
3 3 t DETAIL LETTER
MAX.UNIT WIDTH /kms—tY'=WOOD OR METAL INSTALLATION
® "c'=CONCRETE INSTALLATION
NOM.PANEL WIDTH w SHEET NUMBER
PER TABLES 1-3
Jw Jc i DLO WIDTH=NOM.PANEL WIDTH-7"
fiZ
1 sis to I DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
t t c is 9 im
t t t o o PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
MAX.UNIT
HEIGHT
PER TABLES 1-3 / re
POCKET -
-1`r--
7-PANEL CONFIGURATIONS
3 1
MAX.UNIT WIDTH
NOM.PANEL WIDTH "
3
PER TABLES 1-3
-s`r---
,pPrwed u eamplym=wILL te.
1 ZAJ V I :0 Florida 5- /re 9 19 19 j o NOAHMAX.UNIT I is s 1 / ' I adeHEIGHT 1 3 i k Or,PER TABLES I3 / c�'U '
I
�POCKET j h = P.•'.•'�t(;EAIgF'••�F,P %
8-PANEL CONFIGURATIONS r F No.50705
w>e�r �.• a"wu
O sTni e o
A w,
sc loian915 A NO CHANGES THIS SHEET 70707ECHNOLOOYORNEFur.
EXAMPLE CONFIGURATIONS ,'F�OR1OP''GN��
o cr N.HYma• N.VENfCE,FL 31D5 >� '�S•41 ••• „`�```
SERIES 770 ALUM.SGD-LM IMPACT •,,NAL- ,\,
/s+1}+ed•16w �I I I I+t
m"rwa"r s,,,e an." a^' A.LYNN MILLER,P.E.
SJR 10/10/14 on.. CERT.OFAUTH,t29 B 506770 NTS 3 -22 PGT0130 A P.E.H SB705
GLAZING,BfTAILS G3, G3A, 4, G4A G5& G5A
7/16"NOM. 7/16"NOM. 1"NOM.
3/16"HS GLASS--\ 3/16"HS GLASS--\ 3/16"HS GLASS
.090"PVB
.090'PVB .090"SG 3/16"HS GLASS
3/16"HS GLASS 74 3/16"HS GLASS 74 318"AIR SPACE74
3/16"T GLASS
62 62 —
83
EXTERIOR 3/4"NOM. E TERIOR 3/4"NOM.
GLASS (� GLASS 56RN- �-
80
BITE `r BITE
EXTEE�R-I�OR
80 `r794 54
7/16"L MINATED GLASS TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5
9/16"NOM. 9/16"NOM. 1"NOM.
3116"HS GLASS
1/4"HS GLASS 1/4'HS GLASS .090"PVB
.090"PVB .090"SG 3116'HS GLASS
1/4"HS GLASS 74 1/4"HS GLASS 74 5116"AIR SPACE 74
1/4"T GLASS
82 82
83
314"NOM. 3/4"NOM. 314"NOM.
EXTERIOR GLASS EXTERIOR GLASS
a 56 GLASS
BITE a BITE BITE
EXTERIOR
6, 81 a
79
54 54 ♦pproved u mmplylnswtlk8b
55 FbrWi Id g C
Dale
NOAY
vlla.l;x
rod°d
9116"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A
1
GLAZING NOTES: \.�� ..: ,nl /ICS^
.... '
"ANN"=ANNEALED 2�:.• v�G[NSE-'••. p
"HS"=HEATSTRENGTHENED %i %t
No.S;IToS
"T"=TEMPERED
"PVB"=.090"BUTACITE PV%Y KURARAY AMERICA,INC. -
"SG"=.090"SENTRYGLA$13Y KURARAY AMERICA,INC. K1
er oak xa,fb,r �tme S-(Arc 0
SC 161OW 16 A UPDATED PlTU7WM R MANUFACTURER
1070 TECHNOLODYDRNEGLAZING DETAILS �'C^ /'(ORIOP;.• �\�
rt eewwic N.VENICE,FL 34276 Tas �``�,C'••.••.•• •��`���
SERIES 770 ALUM.SGD-LM IMPACT
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JR 1DND/t4
CERT.OFAUM.M2HT66 sao-no NTS 4 d 22 PG70i30 A P.E.R 56706
GLAZING DETAILS(G6, G6A, G7, G7A, G8& G8A)
!"Nom. 7/16"NOM. 1"NOM.
3/16'ANN GLASS
3/16"HS GLASS 3116"ANN GLASS
.090"SG .090"SG '
3116"HS GLASS 090"SG 3/18"ANN GLASS
318"AIR SPACE 74 3/16"ANN GLASS 74 3/8"AIR SPACE 74
3116"T GLASS
3/16'T GLASS 82
83
EXTERIOR 3/4"NOM. 83 314"NOM.
3/4"NOM. GLASS 66 GLASS
66 GLASS BITE BITE
BITE EXTERIOR
EXTERIOR a
80 79
79 54 55
55
1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8
1"NOM. 9/16"NOM. 1"NOM.
3116"HS GLASS 114"ANN GLASS 3/16"ANN GLASS
.090"SG .090"SG
3/16"HS GLASS .090"SGXG
3116"ANN GLASS
5/16"AIR SPACE 74 1/4"ANN GLASS 5/16"AIR SPACE 74
1/4"T GLASS 1/4"T GLASS
82
83 83
314"NOM.
3/4"NOM. EXTERIOR
58 GLASS
56 GLASS a BITE
BITE
EXTERIOR EXTERIOR
a 81
79 79 Approved a•m"piping with Oa
55
Flor,da F,
55 Dele N
HOAN
Mlami D • mdvd
1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A 9Y
, I '
GLAZING NOTES: .'•.•JOFNS F
•'ANN"=ANNEALED E '
"HS"=HEAT STRENGTHENED '
"T"=TEMPERED �j = "' No.56705
"PVB"=.090"BUTACITE P C BY KURARAY AMERICA,INC. _ /j�
"SG"=.090"SENTRYGLAnYKURARAY AMERICA,INC. v'•"� �0 2p IC; L
hra R
STA-LOf: ..<.J�
SC laWO15 A UPDATED/NTLJAUYERAfANUFACNRER 1p707ECNNOLaoYDANE GIAZINGDETAILS ��CS;••:`;toRloP!\�j;
R.WSr ;_,�/'Eom
R0'"f0"c M VENICE,FL 31175 tr a `
(941,L480-1600 SERIES 770 ALUM.SGD-LM IMPACT �';c/C�i f i",
6ey"•cbe ear er..e �c� ee.: A.LYNN MILLER,P.E.
ommor
croam V. ® soo-770 NTS 5 -22 PGTO130 A P.E.059705
JR cERT.oFAu1H.N2029G
TABLE 1: BLE 1A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved Maximum DP for all sizes:+801-60) SI Helghtto Max.(+)DP
configurations on Sheets 2&3) afar taSltretion Rating)
For comer aat 35°corner units,see sheet 11 (May be limited by Table 1A)
Sill or Height
Door Unit Height (Flat r Box,sea (+)Design
Table applies to Glas 90° 96 heat 17) Pressure,pal
Types 3,3A,5,5A,7,7 8 �° �° Flush-1-1/2' see note 3
&SA and the Stile/Ast 7/8°DLO 7!8°D O 7/'DLOEl
8-/ DLO
Anchor Group Anc or roup Anchor GroupAnchor GroupRZ
7
types shown below. 1 3---4 1 2 3 4 1 2 3 42 3 4 od um•31/4" +
Hea 5 C4+1 +1 C4+1 + +1 +1 C4+1 +1 C4+1 + C4+1 + C4+1 + C4+1 G1+ t +B0.0
24- �O Jamb 8 8 8 8 8 8 8 8 B 8 8 8 8 8 8 B SEE NOTES 1-3
P•trook 8+7 6+7 8+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
HeadIS111 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 04+1 C4+1
30- DL0 Jamb 8 8 8 8 8 6 8 6 8 8 8 8 8 8 6 8
P-hook 6+7 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+g 7+8 7+8 7+8 7+8 7+8 7+8
Head/SIII 04+1 04+1 +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
L 36 D O lamb e 6 6 6 8 6 8 6 8 6 8 8 8
IF
ook 6+7 6+7 6+7 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 OH LENGTH
— Head1Sill CA+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C40 C4+1 C4+1 C4+1 C4+1
42" ° Jamb 8 8 6 8 8 8 8 8 8 6 8 B 8 B 8 B. (7
DL —P-hook 6+7 6+7 6+7 6+7 57+13 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 ro04+2 C4+2 C4+2 C4+2 4+ C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 = o OH RATIO z 1
48- DLO Jamb 8 8 8 8 8 8 8 8 8 6 8 8 8 O
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
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 2-112"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 1-112"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 -tppmtd u compI&SwNYtd�
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Harkin Id g
Date
Standard Astragal Outside Corner� Outside Inside NOAH
Corner M ai Det a Product
Corner
Ily
Inside
GLYNN
Outside '=„ 4114e,'Corner eInsideCorner' Cornij
'
'
Part#61(Stile) Part#61(Stile) /t
Part#60(x2) Part#60 Part#60 Part#60(Stile) part#60 Part#118(Corner part#119(Out.) Parts#31&432 Part#61 'r r• No.50705 _
Part 967(Astragal) Receiver) part#120(In.) (Corn.&Fxd Mount) — to" —
er aw,c raae-
SC 1=016 A O CHANGES THIS SHEET f0707ECHNOLooynRrvEYff.
DPANDANCHORAGE °cGRIUP.•' �.
xnrar M VENICE,FL 81278Tk �ii�s .••... .. C.
,,,,,,, SERIES 770 ALUM.SGD-LM IMPACT
(BIr)I80.1B00 A.LYNN'h(I��.ER,P.E.
a.Y.fue,t mre awe a-waw w.
a.ara oac Son-770 NTS 8 d 22 POT0130 A P.E.#56705
JR 111114 CERT.OFAUTH42B2Be
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 535'comer units,see sheet 11 (May be limited by Table 2A)
Table applies to Glass Types Door Unit Hel hl
4,4A,6,6A,7.7A,6&SA BO' " 8 102 109' 114' 12T
and the Stile J Astragal types 69-718'DLO 1 73.718'DLO it 79-718,DLO 85.716'DLO i 91-710* O 97.7/0'DLO 101718'Duj 109.719-DLO
shown below. Anchor Group c orGno[p Anchor Group Anchor Group -Anchor Group AnchorGroup114
Anchor Group Anchor Group
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 2 3 4 1 2 3 4
adism 04+1 +! +i c4+1 +i Ca+s +1 +t 04+1 +1 +1 C4+1 G4+S +1 C4+1 + +i _C4 + +! C4+1 +1 t1 +! 04N 04+ + c4+11 +! C4+
24' DLO Jamb B 8 B e 8 a B B 8 6 8 B a 8 8 8 10 10 to !0 10 10 10 10 10 10 10 10 t0 10
P-hook 6+7 6+7 6+7 6+7 7+8 T+8 7+8 7+8 7+8 7+e T+8 7+s T+8 7+8 7t8 748 6+9 8+9 8+9 g+g 8+9 8+9 8+9 ate 9+10 9+10 9+10 9+10 9+10 9+10 9+10
23' HeadlSlll C4+1 G1+1 G4+1 C4+1 C4+1 01N C4+1 C4+1 04+1 G4+1 04+1 C4+1 GIM C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4ti GS+i C4t1 G4+1 C4+1 C4+1 G4+1 G4N C4+1 C4+1 C4+1
30' DLO Jamb 0 8 8 0 e 8 0 8 8 8 8 8 8 8 8 8 t0 10 14 10 10 10 SO 10 16 10 10 10 10 10
P-hook 6+T aN 8+7 8t7 7+8 7+8 7+8 7+8 7+0 7+8 7+8 7+8 7+8 7+8 7+8 T+8 8+9 6+9 8+9 8+H 8+B 0+9 8+B 9+10 9+10 9+10 H+10 9+10 9+10 9+10
36' 2V Head(S19 C4+1 04+1 04+1 C4+1 04+1 C4+1 04+1 04+1 04+t C4+1 04+1 04+1 C4+t C4+1 C4+1 04+1 04+1 C4+1 04+1 C4+1 C4+t C4+1 04+1 C4+1 CA+i C4+1 C4+1 04+1 C4+1 04+1
DLO Jamb 8 8 8 8 B 8 8 8 B B 0 8 a B a 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 T+8 T+8 1+$ 7+8 7+6. 7+0 7+8 7+6 1+8 6+9 6+9 8+9 8+9 8+9 8+9 8+9 0-919+10 9+10 9+10 H+10 H+fO 9+10 9+10 9+10
140 Sit C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4
04+1 04+1 04+1 01+1 04+1 C4+1 C4+1 C4+1 04+1 04+1 +1 G1+1 C4+1 C4+1 GS+1 C4+1 A+1 C4+t C4+1 04+1 CS+1 C5+1 C4+1 04+1 C5+1 C5+1
a 4T OLO Jamb a —8—T-8—Fe a 8 a 8 8 8 8 8 8 8 8 8 10 10 SO t0 f0 10 10 10 10 10 10 10 10 10 10 10
Patook 6+7 6+7 8+7 8t7 7+8 7+8 7+B 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 9+9 6+8 8+H 6+9 8+9 B+g 8+9 8+9 9+10 9+10 9+10 8+10 9+10 9+10 9+1019+10
48' pLllJamb C4+2 C4+2 C4+2 C•8 04+2 G4+2 C4+2 C4+2 G1+2 C4+2 C4+2 C4+2 C4+2 04+2 0412 C4+2 0i+2 04+2 C4t2 C4+2 0112 C4+2 C6+2 CS+2 C4+2 GS+2 C6+2 C5+2 Ca+2 C6+2 C6+2 C5+2
O Jamb 8 8 8 8 B B 9 B 8 B 8 8 B 8 8 0 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 T+8 8+8 8+9 a+8 9+8 8+9 9+9 B+9 8+H 9+10 g+10,9+1019+10 9+101- — 9+1010+10
Head/Sill04+2 7+2 04+2 64+2 04+2 C4+2 04+2 04+2 C4+2 04+2 04+2 C4+2 01+2 C4+2 C4+2 04+2
54. OLO Jamb 6 8 8 a 0 8 8 8 8 6 8 8 8 0 8 6
Phaok 6+7 6+7 8+7 0+7 7+8 7+8 7+8 7+8 7+8 7+8 7:4 7+8 7+0 �01 �
Heallsul c4+2 C4+2 C4+2 04+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 c4+2 C4+z 04+2 Not available in these sizes
DJamb 6 8 8 6 8 9 8 9 8 0 8 B
P4wok 9+7 6+7 6+7 8+7 T+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 + 7+8
NOTES: Q=EXAMPLE ON SHEET 0
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL, DLO WIDTH=
2)WHEN USING THE 2-1/2'SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4-SILL, TABLE 2A: 1 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 FRES.UNCHANGED).SEE TABLE 2A {Water Infiltration Rating} OH LENGTH I~ DLO HEIGHT=
3)4'.3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' DOOR UNIT HEIGHT-10.125"
Height
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. 5111 Riser Heig (+)Design t9
(Flat or Box,see 1U 0 PANEL HEIGHT=
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY pressure,psi = O OH RATIO z 1
AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Sheet 17) O DOOR UNIT HEIGHT-1.666"
NOT RATED FOR WATER INFILTRATION. Flush-1-1/2' see note 3 0
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-112" +46.67
5)DOOR SiZE TO COMPLY WITH CURRENT FBG 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' +80.0 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 16&19 FOR ASSEMBLY DETAILS.
Interlock P-hook Lockstile @ Jamb Stralght Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ �ppmwA Nmmplyt�>r�
Assembly Straight Astragal Assembly 9D'Astragal Assembly 135*Astragal Floes. td g
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duly S[Ile Heavy-duty Stile Heavy-duly Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile D.te
Standard Astragal [,,side s0.
outside Corner outside M.mt , act etml
Comer Corner
av
Inside
inside Corner Corner outside ""'0 {..YNN..
Corner .....
Part#61 Stile Part#61{5t0e} Part#61{Stile}
Part#61(x2) Part#61 Part#61 { ) Part 461 Part#118(Comer Part#119{out.) parts#31  Part#61 r' N0.5x705
Part#67(Astragal) Part#120(In.) Fxd Mount)
Receiver)
Sc 1W8+1018 A NO CNAhtdESTHIS SHEET �° %"t!•• O.2o 1S•lLl
rd7o7ECHrloLooyoR4vE DPANDANCHORAGE ` t T,iea ti
C>
nYVEarcar33lz7s ,.� '" T•.•• Fcanto!*.••'�•jti'�
°"` t9�rNeo fade SERIES 770 ALUM.SGD-LM IMPACT '% 5'0 F .*
® a S!tYPNn�'at4�n;d:e.
JR iturwr4 cFrtr.oFatmtsrezee soa77o NTS 7 a22 PGTOf30 A p.E.da67Bs
TABLE 3;
TABLE 3A:
Design Pressure(DP)and Anchor Quantitles Required,(for all approved congguragons on Sheets 2&3) Maximum OP shown below Sill Height to Max,(+)DP
For comer astragal anchorage on 90'or 135'comer units.sea shoat 11 (May be limited by Table 3A) (Water Infiltration Rating)
Table applies to Glass Types 4,4A. 80' 84' 90' Door Unit Haht 96° 102° 1Silt Riser Height(Flet or Box,sea (+)Design
6,6A,7,7A.8&&A and the Stilet 18"D O /8°DLO 79- 8°DLO - $ DLO 91-71 DLA 51-71F0116 Sheet 17)
Pressure,psf
Astragal types shown below. 1 2 Ane orGroup Ane or Group Anehar Group Anchor roup Anchor roup Anchor Group Flush-1-1/2` see note 3
3 4 1 2 3 4 1 2 3 4 1 2 3 4 t 2 3 4 1 2 3 4 Laµ,_2,112° +48.67
Design Pressure +/.g0.0 s/ + s +" s Medium-3-114' +80.0
24° 17° HearYSSii C4+1 C4t1 C4+1 C4+1 Cd+1 C4+1 C4+1 C4+i Cd+1 C4+t C4ti C4+1 Cott C4ti C4+1 04+1 C4+1 O4+t 04+1 C4+t C4+1 C4+1 C4+1 C4+1 High-
DLO Jamb 8 8 8 5 8 8 B 8 8 8 8 B 8 B 8 8 10 10 10 10 10 10 10 10
4-
P-hook 6+7 6+7 6+7 1 6+7 7+8 1 7+8 1 7+8 1 7+87+8 1 7+81 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 8+9 8+9 1 0+9 1 8+9 8+9 1 8+9 1
1 8+9 1 8t9 SEE NOTES 1-3
Design Pressure +/.g0Opsl +/-82.5 of +/-78.0 sf
30" 23' Head/SIII C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+i C4+1 C4+1 C4+1 C4+i C4+1 C4+t C4+1 C4+i C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1
= DLO Jamb 8 8 8 B 8 8 8I 8 1 8 1 8 18 8 8 8 8 8 10 10 1 10 1 10 14 1 10 10 10
4 P-hook 6+7 6+7 6+7 1 6+7 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 7+8 1 7+8 8+9 1 8+9 1 8+9 1 8+9 a+9 8+9 8+9 8+9
3 DON07 Pressure +/.g0.4 psf W-82.6 psf +/-75.0 psf
36" 29' Head1Sl11 C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 c5+2 C6+2 I C4+1 I C4+1 C6+2 C5+2 C4+1 C4+1 C5+1 C6+1 C4+1 C4+1 CS-01C5+1
DLO Jamb 8 j
8F_18+
8 B 8 B 8 B 8 8 8 8 8 8 t0 8 10 10 10 10 t0 14 f0 10
P-hook 6+7 6+7 6+7 6+7 7+g 7+8 7+g 7+8 7+8 7+8 7+8 7+8 7+B 8+9 B+9 g+9 8+9 g+9 8+9 8+9 8+9 8+9 8+9 8+9 �.
e DeslgnPressure +1-90.0psf +/-82,5psf +/-76.0 par OH LENGTH �—
35' HeadrS5 +21 C4+2 C4+2 C4+2 C4 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 CS+2 C5+2 C5+2 05+2 05+2105+2 C5+2 08+2 05+2 C5+2 i
42' DLO Jamb 8 8 8 8 8 8 8 8 8 B f0 8 8 8 10 8 10 10 10 10 10 10 10 10 =
P-hook 6+7 7+8 7+8 7+e 7+8 7+8 7+8 7+8 7+8 6+9 8+9 8+9 8+9 8+8 8+g B+9 8+9 8+9 8+9 8+g 8+9 B+9 g+9 8+9 W oI
x OI OH RATIO?1
Design Aressure +/-90.0 psf See Note A below +182.5 psf +/-76.0 psf y o
48° 41" HeaNS10 C4+2 C4+2 C5+2 C5+2 C4+2 05+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C8+2 C6+2 06+2 C5+2 05+2 C6+2 C6+2 C5+2 C6+2 C6+2 C6+2 0
DLO Jamb 8 8 8 8 8 8 10 8 0 8 10 8 8 a 10 8 10 t0 10 10 10 10 10 10 !
P-hook 6+7 7+8 7+8 7+8 7+E 8+9 8+9 g+9 8+9 g+9 8+9 g+9 8+9 9+10 9+10 9+10 8+9 9+10 I 9+10 I 9+10 1 8+9 10+10 9+10 9
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+1-90.0 PSF FOR GLASS TYPES 4,4A,6,6A,7A, 8&8A; +1.87.1 FOR GLASS TYPE 7
NOTES: OH LENGTH
1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. OH RATIO=OH HEIGHT
2)WHEN USING THE 2-112°SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"SILL,POSITIVE WATER DLO WIDTH=
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. DLO HEIGHT=
3)4",3-1/4"AND 2.112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112'SILL IS NOT AND DOOR UNIT HEIGHT-10.125"
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN
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'Astragat Lockstile @
Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal Wpmed s.wmptylag vltb tto
Heavy-duly 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 rtFoarida td g
Heavy-duty Astragal Outside Corner„ Ins a NOAa
�_�`(�(�j—,ltt. Outside Mt mID deProduc
Corner Corner
0r_
inside Comer
Ear
Corn Corners \\ \��CyUtGE ih//ze��'i
z.
Part#61(Stile) Part 061(Stile) Part#lig(Out.) Part#61(Stile) r'r N..58706
x f
Part#61(x2) Part#61 Part#61 Part 961 Part#118(Corner Parts#31  Part#61
Par[#68(Astragal) Receiver) Part#120(In.) (Corn.&Fxd Mount)
='i7
••[!.t7r~����',C •� Jf�
SC 1B'WIS A acmai sTH1s6Hwr St.11•or 11
1070 N.YVW FL3#215 DPANDANCNORAGE� '�j`�', FCORIPH•'U�; .
(Immse-100 SERIES 770 ALUM.SGD-LM IMPACT tr`,- N�7AIL
} Get
aY."nay,dr: pr: ftft rt °"` °""` a"�ti"ti aa- A.LYNN WLt ,P.E.
JR 1W10/14 CEAs OFAUIH.A2 M SOp-770 NTS ✓3 a� PGT0130 A PAN 587a5
NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5°CLUSTER
SEE JAMB (7)P-HOOK ANCHORS, SEE"CS"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10
SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL
NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 LOCK REQUIRES°C6" SHEET 10 FOR INTERLOCK MAX.O.C.
THIS POCKETS AND OM CLUSTER,SEE
SHEET SEE POCKET PANEL WID DETAILS,SHEET 11 x x
(8)P-HOOK r------ x x x x x x x 6'
JAMB MOUNTING -x x x x x x x x x x x x x x x
INSTALLATION. ADAPTER 6' x x x X. x x
THIS SHEET ANCHORS MIDWAY
&SHEET 14 BETWEEN P-HOOK i ®' I I 4 PAIRS OF
S
ANCHORS&AT 3" i I o x=FRAMIz x ANCHORS
FROM TOP& i i 1I l ANCHORS 96" x _ (TOTAL 8 )
BOTTOM 1% 14• ® I I T o UNIT 21'MAX- ANCHORS
12> MAX.O.C.' TT HEIGHT O.C. PER JAMB
4.051' "MAX.TO OPENING 1,42 ®I 14"MAX.O.C. (�®=P-HOOK x (SEE JAMB
EDGE OF POCKET SEE w i I O ANCHORS
INSTALLATION i o ®I Z DETAIL
DETAILS'Jc'&'Kc', idss I°I mo=P-HOOK BELOW)
END PANEL SHEET 14&PART i a I® ;0 MOUNTING x
ANCHORAGE DETAILS'J'&'K', i y _� °' r 3"MAX. x
24"MAX. (2 ANCHORS) SHEET 19 FOR i I I + ANCHORS
O.C. P-HOOK ___ WMAx. `or— x x x
PANEL
ANCHORS END PA x, x x, x x x x x x x xx x x' xxx x x, 6'MAX. —�CHORAGE(SEE
ANCHORAGE ANCHORAGE x x x' x xx x -x' x �•+2" �,+2" KETCH BELOW)
(SEE SKETCH BELOW) ` .+2" .+2" --"",—"+2' ANCHORAGE RAGE
s CENTERLINE 6'MAX"�' CHORALE ANCHORAGE R0RAGANCHORAGE
OF PANEL 1 2.04"
24"MAX. I EXAMPLE•5—PANEL, 2 TRACK 90"OUTSIDE CORNER-OXX/XXO-EXT.MOUNT POCKET ANC
O.C. 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6° SPLICE NOTE:
NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED
I 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE
7— 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1.3,SHEETS 6-8: EXTERIOR HEAD OR SILL IF A SPLICE
60. CENTERLINE OF HEAD&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
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 "p 6"MAX.
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. ANCHOR PAIR ♦pprorod uwrA yluae•IIY&
REQUIRES
,—'+2"ANCHORAGE SEE°C5"CLUSTER END PANEL opt. d ft.."ll CENTERLINE CENTERLINE Ne"CB"CLUSTER,SEE DETAILS,SHEET 10 ANCHORAGE NOM" TAILS,SHEET I I �OF FORASTRAGAL �OF ( ) g et mI D•do P
lI INTERLOCK ASTRAGAL 2ANCHORS
4.051" I 3.5" I MAX. Fly i
• • `� NI LYNN
• • • �p............
177
a -
(�CENTERLINE CENTERLINE CENTERLINE No.50705
EXTERIOR I OF PANEL 3 "+2"ANCHORAGE OF PANEL 4 "+2"ANCHORAGE OF PANEL 5 -
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
w„au,ex RMibc �� STAfEOF
so fa WI5 A NO CHANGES THIS SHEET 10707ECHNOLOGYORNE ANCHORAGE SPACING&EXAMPLE PLANSor. = ���•..�coR�o�.•;c
N VENICE,FL 3
1276
SERIES 770 ALUM.SGD-LM IMPACT
x (811}/861000 A.LYN�I'AYILL�R,P.E.
aou,ac r� sa.e d..rgxa a.,:
D. Br o.k a..edu 17 s ® sG0.77o NTS 9 d 22 PG70130 A P.E.050705
JR 10/10/!4 CERT:OFAUTH.!28286
ASTRAGAL OR I-SPLICE LOCATION ASTRAGAL OR (FORSPLICE ASTRAGAL OR SPLICE LOCATION .... .... 6"DIAG.
INTERLOCK--i-IF NEEDED INTERLOCK-1 CONDITION,USE INTERLOCK IF NEEDED 2,04" 2.04
CENTERLINE t CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE I -
—03j.5' 7" 7" 1.75" EXTERIOR �6*DIAG.
116'-j F 21. Y�
"DIAG. A-- MAX.
2.0 2,04* 2.04" D.C. EXTERIOR
_4 gW — 21"
.04" 1 *21 14 1 :� f F MAX.
EXTERIORDIAG. T' 3.5" D.C.
3.5-
EXTERIOR )R
T 7"-1
7 61,MAX.
2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL
Cd ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 2-TRACK L
FRAME JAMB
ANCHORS ARE REQUIRED,"C*') ANCHORS ARE REQUIRED,'C5') ANCHORS ARE REQUIRED,'C6') 6"MAX.
ANCHOR PAIR
4-TRACK
ASTRAGAL OR I_SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR L_SPLICE LOCATION 'DIAG. FRAME JAMB
INTERLOCK--f-�F NEEDED INTERLOCK--i CONDITION,USE INTERLOCK-1 IFNEEDEDEXTERIOR ANCHOR PAIR
CENTERLINE 3.5"
CENTERLINE C6'CLUSTER DETAIL) CENTERLINE 2.04'F..
':�
3 3.5"1 7-
,5"
ANCHORS MAY BE INSTALLED
o I •1- 21" EITHER IN THE EXT.OR INT.
2.04" 4"DIAG. MAX. TRACK(INT.SHOWN)
4.08" 4.108, a 0,C. III I-I IN I
2.04"
f &.14P NOTES:
EXTERIOR EXTERIOR 41�"DIAG. EXTERIOR g3.5' i 1 1.ALL DIMENSIONS SHOWN
W7- 3, _ ARE BASED ON MIN.
3-TRACK FRAME HEADISILL 3-TRACK FRAME HEADISILL 7�- 3.5' — 61MAX. ALLOWED.
(a)ASTRAGAL OR INTERLOCK 0)ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK 2.FOR HEAD OR SILL SPLICE
(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT
ANCHORS ARE REQUIRED,"C4-) ANCHORS ARE REQUIRED,"CS") ANCHORS ARE REQUIRED.-CV) ANCHOR PAIR H-NUUK SEE SHEET 9.
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR (FOR SPLICE FOR SPLICED
INTERLOCK--i-IF NEEDED INTERLOCK INTERLOCK CONDITION,DO NOT CONDITIONS ONLY:
CENTERLINE ICONDITION USE USE THIS DETAIL) SPLICE LOCATION
1.75" CENTERLINE I CO-CLUSTER DETAIL) CENTERLINEUSE
NEEDED
3.6" 3.5,. 3.5" 7" 3.5'
1�p
4-Dl� 2,04!' roved es 2.04' 2.04" N'DIAG. Florida 1 9 mply
09k R,
2.04" 5.37"DlAa 4�'DIAG. NOA#
md
4.08"
P
.08, Waml Daae ud
amt
"%Wg
4"DIAU-- 2.041 Illy,
2 'o% 11"
EXTERIOR EXTERIOR 7" EXTERIOR EJ 3.5- 3.6' LYNN 41
ID 4-TRACK FRAME HEADtSILL ID 4-TRACK FRAME HEADISILL lu4-TRA, HEADISILL
a ASTRAGAL OR INTERLOCK
(a)ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER 0 ASTRAGAL OR INTERLOCK No.58705 %
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C6') z
ANCHORS ARE REQUIRED,-C4') ANCHORS ARE REQUIRED,-CV) WITH&WITHOUT SPLICE CONDITION
NOCN060THISSHERr ,;'f Tr
SIC
R..dW. 1070 TISCHNOLWYDRIM ANCHORAGE,EXAMPLE CLUSTERS �Z
40RIO N
N,VENIM FL 34275 ......
SERIES 770 ALUM.SGD-LM IMPACT
(941�480-16w V,
R"
A.LymMiLUP.E.
JR_-�,Vlm' CERT.OFAUTH.#"296 Fff. SGO-770 PGT0130 A P.EA 58705
2.04" 2'04„ INTERIOR 2.04" INTERIOR 2.04" NOTES:
INTERIOR INTERIOR �„ 1.ALL DIMENSIONS SHOWN
8 94" ARE BASED ON MINIMUM
?4'DIAG. 4'DIAL. 3 5" 35' ALLOWED.
6.12" 6.12" 2.DETAILS DEPICT ANCHOR
INTERIOR INTERIOR 7" INTERIO 1 INTERIOR 1 QUANTITY AND SPACING,
90 3. " 90° 3. " EXTERIOR AND WOULD BE IDENTICAL
EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
4..
3.5" 4" 3.5" 3 5" 4 EXTERIOR „+1"ANCHOR
2.04" ExTERIOR 2.04" 7" 2.04" EXTERIOR 4" 2.04" 7" 8.94°
EXTERIOR
90°CORNER 90°CORNER 135°CORNER 135"CORNER
2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME 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')
4.08' "+2'ANCHOR
INTERIOR *7-41
EXTERIOR "+1°ANCHOR
2.04" 4"DIAG.
INTERIOR 4" 3.5" INTERIOR °
91)° 7'
3'S I CENTERLINE
TERIOR OFPANEL
"+3"ANCHOR
4.08"4.D8" 5.37" G. 5.37" CENTERLINEOF PANEL 2'04" 4"DIAG.
3.5" 4"
EXTERIOR EXTERIOR �-- 7" 4" INTERIOR A N "+2"ANCHOR 3.5°
7" EXTERIOR
90°CORNER 135°CORNER n VIEWS 7
3-TRACK FRAME HEAD/SILL 3 TRACK FRAME HEAD/SILL 'U CENTERLINE
('C6"ANCHOR CLUSTER REQUIRED ('C6"ANCHOR CLUSTER REQUIRED OF PANEL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4'DIAG. ERRE I FRAME HOR LAYOUT INTERMEDIATE ANCHOR LAYOUT
INTERIOR 6.12" &5.8
2.04"
f 2.04" 3.5 CENTERLINE
4„ EXTERIOR OF PANEL
INTERIOR
INTERIOR gp° 4 3 6" "+3"ANCHOR
2.04"
G. 7" +ppmveduwolplylusSIN '
P1erNL d 6 2p 1
6.12" 4"DIAG. 6.12" 4.08" Dau _
R2.04' 3.5„ 4„ 4"DIAG. . 3.5" I �—
EXTERIOR 7„ EXTERIOR 4„ I�.CENTERLINE \� n1�"( LYNN
90°CORNER 135°CORNER 2 04" I OF PANEL i�.''�ycEl•1SF'��Fp'��
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
("C8"ANCHOR CLUSTER REQUIRED C8"ANCHOR CLUSTER REQUIRED 4-TRACK FRAME HEAD/SILL iT
('_ INTERMEDIATE ANCHOR LAYOUT hlo.58705 AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) -
I'0
waoey. ow: x„,rem (� TATE OF
SC 1 1 A 0 CHANGES THIS SHEET 1070TECHNOLOGY DRIVE ANCHORAGE EXAMPLE CLUSTERS % T ••.
N.VENICE•FL 31275 n i"��,p 1
LUM.SGD-LM IMa°PACT
ar SERIES 770A — AL/cIM)Nr•MIInLaL.W E
�P,.E.
T0130P.E.N58705
CERT.CFAUMmNTS 11 oa PG
R °10/1WM
'
INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET I EMBEDMENT:SEE TABLE A,SHEET 1
EDGE D1111 E: EDGE DISTANCE: MIN*OF 3 THREADS BEYOND
SEE TABLE A, HEFT I SEE TABLE A,SHEET I EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A,SHEET I
EXTERIOR 2-1116"'114" 2-1116" 19, 2-1/16"• NOTES:
im, 1.ALL DIMENSIONS
MAX. MAX. MAX, SHOWN ARE BASED
SHIM EXTERIOR SHIM EXTERIOR F SHIM ON MIN.ALLOWED,
EMBED 2.METAL OR WOOD
SEE TAB t SUBSTRATES MAY BE
8 T I USED FOR ALL FRAME
2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METALT P SMS ANCHOR TYP., TYPES PER TABLE A.
TY ,SEEANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANC SEE ANCHOR NOTES SHEET 1.
N E 3.SHEET I &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4.SHEET I &TABLE A.SHEET I
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD DIAGONAL O.C.IS
Aw WOOD INSTALLATION WOOD INSTALLATION METAL INSTALLATION MIN 4"(HEAD&SILL)
OR 6-(JAMB)SEE
WOOD ANCH WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11.
SEE ANCHOR NOTES 7 TYP--SEE ANCHOR SEE ANCHOR NOTES TYP SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABLE A,SHE SHEET SEE 9 TABLE A,SHEET I NOTE 3,SHEET 1 SEE &TABLE A,SHEET I NOTE 4,SHEET 1
SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 5,SHEE NOTE 5 NOTE S. THE METAL SUBSTRATE
TABLE
SHEET-
E
I T
N
0
-+E
IST
EDGE
SEE TABLE
L
A
A
NC
S
E
SHEET E
T
EDGE DI
SEE TAB
2_1116
2X WOOD WOOD
SMS ANCHOR Typ
8 C S C SMS ANCHOR
NOT�.�
EEAN HC AL TYP-A
EEAN ANCHOR ANCHOR R
3,
I(114" SHEET� SHEET
114"MAX.)
(1/4!'MAX.)
IT RIOR T EXTERIOR t EXTERIOR EMBEDMENT:SEE
2-1116" <Z1 . � TABLE A,SHEET 1
2-1/16— EDGE DISTANCE:
EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET I
SEE LE A,SHEET I SEE TABLE A,SHEET I
E
EMBED
ED P.SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET I
RACK FRAMES 3-TRACK FRAME SILL 4-TRACK FRAME SILL
\.�V WOOUTRSTAtrATION WOOD INSTALLATION 1,Uw METAL INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET I
EDGE DISTANCE:
EMBEDMENT.SEE SEE TABLE A,
TABLE A,SHEET 1 ~I SHEET
EDGE DISTANCE: - . ----I
EMBEDMENT.,SEE SEE TABLE A, METAL TYP.,
TABLE A,SHEET 1 SHEET SEE ANCHOR,
2X WOOD
TYP.,SEE ANCHOR EDGE DISTANCE: 2X WOOD NOTE 4,SHEET I
SEE TABLE A,
M
NOTE 3,SHEET I SHEET TYP.,SEE ANCHOR
— s#
NOTE 3,SHEET 1 a T--f SMS ANCHOR TYP., 2-1116—
ppm. -mplyIngwItilI6
2-1/16 SEE ANCHOR NOTES xOAN
WO D ANCHOR TYP 2-1116—
&TABLE A,SHEET 1 �xd,Produ ntml
SEE CHOR NOTES ODD ANCHOR TYP., --MIN.OF 3
&TAB A,SHEET I SEE ANCHOR NOTES— THREADS nv
&TABLE A,SHEET 1
BEYOND THE LYNNEXTERIOR EXTERIOR EXTERIOR METAL .....
lf4-MAX.SHIM 1/4'MAX.SHIM SUBSTRATE
1/4"MAX.SHIM
No.56!05
W2-TRACK FRAME JAMB 3-TRACK FRAME JAMB &TRACK FRAME JAMB
WOOD INSTALLATION 6 WOOD INSTALLATION ETA INSTALLATION
R.,4D ' R"trw.
NO
SO 5 A Tms SXEtT
STA,LOF
?NWW laWMI YDRIVC ANCHORAGE DETAILS
No'6
N.Vm FL 342
IW� . ..........
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-LMIMPACT -'/QAlAl
SERIES 770 ALUM,SGD
ay 'Ly'ka Map,P.E.
JR 16114 CERr.OFAUTH.#29M 1'�;TS 10 12 -22 1�"�PGTOJ.30 A P.Eft 55705
TALLATION TAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES:
EDGE TANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
CONCRETE CONCRETE SEE TABLE A,SHEET 1 CONCRETE "SEEE A,SHEET 1 SHOWN ARE BASED
TABLE A,S T 1 ON MIN.ALLOWED.
PER TABLE PER TABLE2.1/16'
A,SHEET 1 2-111 PER TABLE 2-1/16'
A,SHEET 1 A,SHEET 1 1/4" `DIAGONAL D.C.IS
EXTERIOR , ''� .t MAX. MIN 4"(HEAD&SILL)
s' r SHIM
1 OR 6"(JAMB)SEE
{ 1/4" EXTEMO� t 11/4" EXTERIOR
0&A
E TABLE
& ILS,SHEETS
J
E TABLE A, � MAX. G'j
SHEET 1 SHIM SHIM r
OPERLY SECURED 1X CONCRETE ANCHO TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
OD BUCK TYP.,SEE SEE ANCHOR NOT & WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK NP.,SEE SEE ANCHOR NOTES&
ANC NOTE 3,SHEET 1 TABLE A,SHEET ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A.SHEET 1
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
Ac CONCRETE INSTALL ON Bc CONCRETE INSTALLATION Cc CONCRETE INSTALLATION
CONCRET ORTYP., ERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
S NCHOR NOTES& WOO CK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE A,SHEET 1 ANCHOR NO ,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A.SHEET 1 ANCHOR NOTE 3,SHEET 1
S ANCHORISIEANCHOR SEEANCHOR
N E 5.SHEET NOTE 5, NOTE 5,
1(1/4"MAX) SHEET 1� SHEETIl_
(1/4"MAX.) j (1/4"MAX,)
EXTERIOR EXTERIOR 1 EXTERIOR
1
CONCRETE
2-1/16 2-1/16"• • �2-1/16" PERTABLE
EDGE DISTANCE: CON ETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 PER BLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A.SHEET 1
BEDMENT:SEE TABLE A,SHEET 1 A,SH ETI EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL
ONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1 --~
vm
EDGE DISTANCE:
EMBEDMENT:SEE SEE TABLE A,
TABLE A,SHEET 1 --I SHEET 1
EDGE DISTANCE: PROPERLY SECURED
EMBEDMENT:SEE SEE TABLE A, 1X WOOD BUCK TYP., t
TABLE A,SHEET 1 —� SHEET-1 SEE ANCHOR NOTE 3,
PROPERLY SECURED ED IS CE: PROPERLY SECURED i SHEET 1
owl
SEE L A. > Approved ucamplTlugwatbIh.
1X WOOD BUCK TYP., 1 X WOOD BUCK TYP., Pto'1dn Id g
SHEE 1 CONC.ICMU ANCHOR 2-1/16"'
SEE ANCHOR NOTE 3, SEE ANCHOR NOTE 3, o•K–�� �
SHEET 1 SHEET 1 TYP.,SEE ANCHOR NOAM
2-1/16"• NOTES&TABLE A,
CONC.ICMU ANCHOR a Lml ade Pendod hol
CONC./CMU ANCHOR 2-1/18"• SHEET 1 CONCRETE Ur
TYP.,SEE ANCHOR TYP.,SEE ANCHOR OR CMU
NOTES&TABLE A, CONCRETE NOTES&TABLE A, EXTERIOR PER TABLE `���` LYNN d9
XTERIOR SHEET 1 SHEET 1 CONCRETE A,SHEET 1 ,p /z
OR CMU EXTERIOR �` �,.•' �` '
PER TABL �I OR CMU 4�cays� '•. p ��
1/4"MAX.SHIM A,SHEET �/ 1/4"MAX.SHIM ►I I PER TABLE
A,SHEET 1 1/4"MAX.SHIM No.68705
2-TRACK FRAME JAM da 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB
CONCRETE/CMU ALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION _v /p r:•1(?
SC laW015 A O CHANGES THIS SHEET `TAIc OF
1070 TECHNOLoGTDRIvE ANCHORAGE DETAILS ';`c'•• Fcortwh.•''�j�`:• -
N.VEMCE.FL3427e
,,�, }�,y 1 ,� SERIES 770 ALUM,SGD-LM IMPACT
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JR 10/}0/14 CERT.OF 1—a202B0 d A P.E.M 58705
INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED.
INSIDE POCKETS EDGE
EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS
WOOD FRAMING TABLE A.SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR
WOOD ANCHOR TYP., INFILTRATION CONC./CMU ILLUSTRATIVE
Oo PURPOSES ONLY.SEE
SEE ANCHOR NOTES ANCHOR TYP.,SEE
EMBEDMENT: 8 TABLE A,SHEET 1 28 ANCHOR NOTES 8 TABLE A.SHEET 1 FOR
SEE TABLE A, TABLE A,SHEET 1 ALL APPROVED
(ALSO SEETYP. SUBSTRATES.
SHEET 1 ILLUSTRATION,SHEET 9) :: 1-1/4"MIN.EDGE DISTANCE
DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3,
TABLE A,SHEET 1 EMBEDMENT: SHEETS 6-8 FOR
SEE TABLE A,J "'' `''''"'' 1 P-HOOK MOUNTING REQUIRED P-HOOK
26 SHEET 1 :. ADAPTER CONC,ICMU AND P-HOOK
EXTERIOR MOUNTING ADAPTER
PHOOK WOOD ANCHORTYP., fl_ ANCHOR TYP.,SEE ANCHOR QUANTITIES.
SEE ANCHOR NOTES, V P-HOOK ANCHOR NOTES&TABLE ALSO SEE EXAMPLE
&TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1
CMU PER TABLE
(ALSO SEE TYP. 2.693"MIN. TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9.
ILLUSTRATION,SHEET 9) A,SHEET 1 ILLUSTRATION,SHEET 9)
EDGE DISTANCE
da
P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS
\_JV PARTS#18,#20,#22 OR#24, Jc PARTS 918,#20,#22 OR#24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES IA,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP., P-HOOK MOUNTING
SEE ANCHOR P-HOOK MOUNTING EMBEDMENT:SEE CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU
NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE
TABLE A,SHEET 1 ANCHOR TYP.,SEE
MIN.OF 3 THREADS TABLE A,SHEET 1 I~ ANCHOR TYP.,SEE A,SHEET 1 ANCHOR NOTES&TABLE
BEYOND THE METAL ANCHOR NOTES ;`r '. A,SHEET 1
SUBSTRATE 28 &TABLE A,SHEET 1 EMBEDMENT: '' "'"'''. '•':'1',.', (ALSO SEE TYP.
(ALSO SEE TYP. SEE TABLE A, .. ILLUSTRATION,SHEET 9)
ILLUSTRATION, SHEET 1 f ,,. 2�
EMBEDMENT: SHEET 9)
SEE TABLE A, DISTANCE:SEE
SHEET 1 TABLE A,SHEET 1 .`"'' 1-1/4"MIN.EDGE DISTANCE
30 30
P-HOOK SMS ANCHOR TYP„ EXTERIOR P-NOOK CONC./CMU EXTERIOR
SEE ANCHOR NOTES n +pprovM u mmplylagMu tee
8 TABLE A,SHEET 1 V ANCHOR TYP.,SEE
ANCHOR NOTES&TABLEQEJ!� ploride dd s
(ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693"MIN. N0Aa
ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE 41 ml ado Product ntrW
ILLUSTRATION,SHEET 9)da �y
P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH BOX SILL RISERS
Kw PARTS#19,#21,#23 OR#25, Kc PARTS#19,#21,#23 OR#25, `\��aOY;I I YNN'y�z!
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR .•'.�OFhrs[
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A 8 3A MOUNT •'
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY Io. 3705 A.
R.W.r qla=f6
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W2WN.VENICE,FL 94276 '•!�'/.ORIDP`.•''C����
R (841}481-1600 SERIES 770 ALUM.SGD-LM IMPACT �a+:x — -"owA.LYNN MILLER,'P.E.
CERT.OFAUlH.t2p2se c' SOD-770 IHTS '14 d 22 PGT0130 P` P.ER 56705
JR
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
INTFRIQR
I
DETAILS'Av.0&Ae,
==== EXTERIOR
SHEETS 12&13 1�
PANEL PANEL 90,
PANEL TYPE TYPEPANEL CORNER DETAIL'NT,
TYPE .()Sl 'ASTYPE SHEET 19&CORNER
MAX. NOM. MAX.UNIT ANCHORAGE SHEET 11
PANEL PANEL MAX HEIGHT INTERLOCK DETAIL
WIDTH Typ. PER 'M',SHEET 19
DLO
HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR
—NOTE 2 TABLES 1-3 1-3
JAMB DETAIL'G3',SHEET
/"—
18;INSTALLATION DETAILS J
X X 'Gd&'Ge,SHEETS 12&13
SILL DETAIL'D',SHEET 18; 90,
INSTALLATION DETAILS EXAMPLE:90*INSIDE CORNER,4 PANELS-XXJXX
'CW&'Dc',SHEETS 12&13
SILICONE
BY OTHERS
DLO WIDTH z:NOM.PANEL WIDTH-7"
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT=DOOR UNIT HEIGHT-1.888"
#10 X 1-1/2* #8X I"PH SMS
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PANEL CORNERD
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DETAIL DETAIL a -ml &do Pmdd
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NOTES: YN
1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE,SEE DP/ANCHOR TABLES,SHEETS 6-8 FOR MAX.
PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS.
2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL,
3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. N..5870.5
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Sc
la=16 A CH0GES THIS SHEET
w;Qw I . STn lll:^
Do*. ANCHORAGE DETAILS/EXWPLE aEVA 0
276
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S...0404 I.. A" WI!dW
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JR 10110114 CERr.0FAUW.#29296 SOD-770 NTS
16 -22 REA 68706
CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
��'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18;
r
�'A, INSTALLATION DETAILS'Gw&'Gc',SHEETS 12&13 HEADER DETAIL W,SHEET 18; Mme' JAMB DETAIL'GT,SHEET
XED JAMB DETAIL, 2', ASTRAGAL HEADAIL W,SHEET DLOINSTALLATION DETAILS'Aw&'Ac', 18;INSTALLATION DETAILS
SHEET 18;INSTALLATION DETAIL ET i& 18;INSTION DETAILS1WIDTH
DETAILS'Gw'&'Gc', L2,SHEET 19 'Awl'&'Ac',SHEETS 12&13 SHEETS 12&13 TYP 'Gw'&'Gc',SHEETS 12&13
SHEETS 12&13 90
F.XTEI IOR INTERIOR
PANEL PANEL PANEL PANEL PANEL PANEL INTERLOCK DETAIL
TYPE TYPE TYPE TYPE TYPE PANEL PANEL TYPE 'M',SHEETI9
ER
R, ,L, ,D, A, MAX. A TCS. OSYPE E K' MAX.
UNIT / UNIT DE AE C
ILTNID,SHEET 19&
/ ER
NOM. / / HEIGHT SILL DETAIL NOM. HEIGHT
PANEL � � / PER CORNER ANCHORAGE
/ WIDTH TYP. PER 'D',SHEET WIDTHPANETYP. SEE TABLES SHEET 11
MAX. SEE TABLES
DLO PER NOTE 2, 1-3 MAX.18' NOTE 2,
TABLES 1-3 INSTALL DLO PER 1-3 � IIJTERIOR
HEIGHT SHEET 15 HEIGHT TABLES 1-3 SHEET 15
DETAILS EXTERIOR
'Dw'&'Dc', NOM.PANEL
O x X SHEETS 12 a X WIDTH TYP.
&13 X X PER TABLES
SEE FRAME& MAX.UNIT WIDTH III MAX.UNIT WIDTH
1-3
PANEL CORNER SILL DETAIL'D',SHEET 18; MAX.UNIT WIDTH
CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS u
DETAILS SHEET 15 2-TRACK 'Dvr&'Dc',SHEETS 12&13 EXAMPLE'90 OUTSIDE CORNER-XX/XX(2-TRACK)
JAMB DETAIL'11',SHEET 18;
ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'&
L2,SHEET 19� INTERLOCK DETAIL'M',SHEET 19 'Ic',SHEETS 12&13�
1 HEADER DETAIL 1 1
'B',SHEET 18; i
JAMB DETAIL'H2',SHEET P-HOOK DETAIL'J'&'K',SHEET HEADER DETAIL'C',SHEET
INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION
18;INSTALLATION DETAILS 19;INSTALLATION D" SHE 'JW, 18;INSTALLATION DETAILS
'Hw'&'Hc',SHEETS 12&13 'Jc','Kw'&'Kc',SHEET 14 DETAILSBEET w&' e.13 DETAILS'Iwr&'Ic',SHEETS 12&13 �r&'Cc',SHEETS 12&13
SHEETS 12&13
I+— — MAX.UNIT WIDTH _ �— MAX.UNIT WIDTH
PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE
TYPE TYPE TYPE TYPE M. 'F' 'R P.
R' L' M' JF I MAX.
MAX.UNIT PANEL �& / / PANEL / HEIGHT +ppfcred u t mP41Kahi lK
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WIDTH TYP. / PER pay
PER / PER i MAX. PER TABLES �TABLES MAX. SEE ss SEE m nl sPmduaCoeaol
1-3 DLO NOTE2, TABLES 1-3a i OTE 2, DLO TABLES 1-3 1-3HEIGHT SHEET15 SHEET15HEIGHT Ar, LYNN X O � rNq
EXAMPLE:MO SILL DETAIL'P,SHEET 18;
EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18;�
(3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS = _
EV&'Ec',SHEETS 12&13 Fw/&'Fc',SHEETS 12&13 ;_ 0 to ° ''(,,U-
SC laWO15 A NO CHANGES THIS SHEET '' '
R.WBr DM R. fo7oTECHNCLOGYMVE EXAMPLE ELEVATIONS :;�. •.,��.oRIO .•'���;:
n.100— N.VEN(C�FL31276 SERIES 770 ALUM.SGD-LM IMPACT �•'';SS�UNF�1,t,•`
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CFRT..OFAUIM g�M ® soo-no NTS 1 16 a 22 PGTO130 A p,E p 68706
JR 10110114
PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLE RECEIVER 35 RECEIVER NT CORNER
INTERLOCK INTERLOCK FIXED LOCKSTILE ASTRAGAL ASTRAGAL BOX OUT L ASTRAGAL BOX N00 LOCKSTILE 9 LOCKSTILE 90 RECEIVER 90 RECEIVER EXT CORNER 366 tNT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER 1
TYPES OUT IN STILE Wt HANDLE BOX OUT BOX IN Wt HANDLE W/HANDLE W/HANDLE W)HANDLE W/HANDLE WI HANDLE 90 RECEIVER 35 HANDLE WI HANDLE
%
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LOCKSTLE D /1,# j j
W/HANDLE `V' �„/ �J
LLI ASTRAGAL
BOX OUT
HANDL LR
WI HANDLPANEL NOTES:
ASTRAGAL �{(
1.SEE DP TABLES 1-3,SHEETS 6-8 FOR PANEL
L11 BOX IN I V LEFT 41NTERIOR SIZES&DESIGN PRESSURE.
wIMANDLE qy RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
-1 PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
ASTRAGAL 'l' STILE EXTERIOR STILE AND ARE NOT AVAILABLE.
BOX our
taoxoa0 (aoxarT) 3.90"ASTRAGALS TO USE HEAVY-DUTY STILES
lz ASTRAGAL Q. / PANEL'E'SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND (#61),CORNER RECEIVER(#118)AND EITHER
LL1 BOX IN S^ T lJ APPLICABLE STILFJASTRAGAL REQUIREMENTS. EXTERIOR(#119)OR INTERIOR(#120)CORNER
teoxm) cmara+) ASTRAGALS.
J INT CORNER R T Cl CORNER ADDON{#31).4.135°ASTRAGALS TO USE HEAVY-DUTY STILES
90I=
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90 RECE LER AT {,>t S DF .082' i
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90 RECEIVER -�tru t�1SILL RISER.FLAT" 2Q SILL RISER,FLAT 22 MED RISER,
FLAT 24 NIGH.RISER,
ER,FLAT
EXT CORNER #31
135 RECEIVER T 780' ~� ~— .750' �PPNrrd aymmptyt�pii�Ou
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CORNERa31 EXTERIOR EXTERIOR —TEXTERIOR •062' fir' 062' =�YA WRECEIVERWT WS WF (i-1� -906' } .06Y G] 4.055' Nrya
W/HANDLE #g1 V''' i ��tf" 3.305'
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1.667' 1 l—U LYNN f Jai
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w �iCENsa .,Fp
FLUSH.1.112" LOW,2-112' MEDIUM,3-114" HIGH,d" fr Ido.56705
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6.8 =-tJ K
SO 1a+SMS a OCXANGESMISSNEET' Cs .• t&I b ctr:
n70vFvrc" oOVLaRroE PANEL TYPES %�: '•.FCOe.+D?
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JR 10/10/14 CERt OFAUTH.#292&9 S..77. NTS 17 a 22 PGT0130 A P.E.#58705
ASSEMBLY DETAILS
108 FULL PANEL JAMB LENGTH
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 60 OR 61 105
LOCK PART 17
FULL LENGTH 14 7s 8107-t 10
14 100 OF JAMB kit
5 G3 60 OR 61 5
8o OR st G1 so 1-11
OR 61 2-TRACK JAMB 1s
2-TRACK JAMB (SHOWN 5 SEE DETAIL G1
CLIP#105 WITH FOR FIXED
113 105 B"LONG W/RETAINER#106 OPERABLE so PANEL CLIP 758107 11
MIDSPAN (SHOWN WITH PANEL)
FIXED PANEL TO LOCK PART SEE DETAIL G2
5 THE INTERIOR) EXTERIOR 103 113 758 tp7-110 103 FOR FIXED 5103 eo OR Si
EXTERIOR
14 15 5 PANEL CLIP
112 Lfale 17
#10 X 314"
4GTH G2 40 G4s0 oR 61 EXTERIOR
2-TRACK JAMB 2-TRACK JAMB �I,EXTERIOR yEXTERIOR EXTERIOR 15SMS,X3CLIP#80 OR#105 61 52 WlSCREENV/ v6"LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
® (SHOWN WITH ®(SHOWN WITH ®(SHOWNWITH (SHOWNWITH ®(SHOWNWITH
MIDSPAN epFIXED PANEL TOH1OPERABLE PANEL) N2 FIXED PANEL TO FIXED PANEL TO I2 OPERABLE PANEL)
THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
EXTERIOR EXTERIOR
2
112 1 3 4
45 5 113 -Tr6 113 5
52 51 89 EXTERIOR 59 EXTERIOR 59
EXTERIOR 53:SHa a
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CK MAX.UNIT
OPTO.SC EITH EN FRAME HEADCREEN FRAME HEAD FRAME HEAD HEIGHT PR
TRACK TABLES 1-3
63 69 69 89
EXTERIOR EXTERIOR
52 61 72 OR 73 72 OR 73 a 72 OR 73 4PPmvvd Timm
Plnl Id 6*'jig%"-
46 11 tp NGAY�C�
113 11 9 11 NUAN
48 47 p 8
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2-TRACK W/SCREEN 3-TRACK 4-TRACK ��c�.•
FRAME SILL FRAME SILL FRAME SILL
mo.56705
ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES
1.3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE.
RmdBy. D"t Rn11pM: owaWc l�} SLJ 72-
1-3,
(7•'�11�
SC 1GB��2015 A O CHANGES THIS SHEET %�t�''
111 1070TECHNOLODYDRIVE[�TVERTICAL SECTION DETAILS •.,FLORID?.
N.VENICE,FL34276' ia,� ���n)A�.
o"� RmMx c /911N5d 1600 SERIES 770 ALUM.SGD-LM IMPACT
sra .e errs• a+.e dMpRa R.P.E.
SJR 10/10/14 m. CERT.OFAUTH#2M SGD-770 NTS 18 r 22 PGT0130 A P.E858705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 2113 118
28 28 7 113
30 11
63 63
27 26 27 103 62 111 63 60 OR 61
BO OR 61 60 OR 61
65
29 14
29 120
5
85 � 85
EXTERIOR 111 82 EXTERIOR 111 90° EXTERIOR
�/ 62 EXTERIOR INTERIOR EXTERIOR® INTERIOR �J D
P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS (� �j (EXT.OR INT.MOUNT) ®K EXT.MOUNT ONLY `r 90° `<r
600R61
LOCK PART LOCK Pq�T LOCK PART
758107-11 758 to7-110 81 758107-tto 5 INTERLOCK
14
113
FfXTERIOR
60 FEXTERIOR
01 716 5
11
113 113 113 103 119•�EXTERIOR
67 68
L1 WITH STANDARD STILES#60 STANDARD ASTRAGAL#67 �WITH HEAVY-DUTY STILES#61 GAL#08 N1 2 TRACK SHOWNt,90-OUTSIDE
N2 2 TRACK SHOWN ITEM#61(HEAVY-DUTY
90'INSIDE °
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
STILES.
4 INTERIOR
31 LOCK PART
75&107-110
4 INTERIOR
5 4 INTERIOR
135° 5
4pproved es mmplylmg W W ft
17 Ptorlda UWd
7P135' Dal14 103Mlaml a rod hol61 RIOR 61,32 KPART 31 103 81 „(�,EXTERIOR 7 ER ,\��`..LYNN
5&10 7-110 v 14 \Of'N&6 '•., ,
2-TRACK SHOWN Q
135°OUTSIDE CORNER No.58•105
Ot 2-TRACK SHOWN
iQ/8201A O �� �•� tIASE-
SC :�✓�
6 CHANGES THfS SHEEP n.�mm. f0707ECNNGi00YDRNE HORIZONTAL SECTION DETAILS,CORNERS o� ., ��QITsa� •,•�;\�
N.VENICE,FL 34276 t� i• is; '••• ��
mer SERIES 770 ALUM.SGD-LM IMPACT
(00!}4841600 &.yeas — — ---vw I A'LYNN MILLER;P.E.
,IR 10/10/14 CERT-OFAU7H.Y2828d
� id °H^
U�G SOD-770NTS 19 a 22 PGT0130 A P.E.#58705
Item POT PGT# Description Item POT POT# Description NOTES:
Dw .# p Dw .# 1)ALL ALUMINUM=6063-T6
1 17306 617306 2-TRACK H 56 EAD OUANE)OIRUSEAL DORASEAL SPACER(COMPOSITE
2 17303 x17303 2--TRACK HEAD WITH SCREEN RAL SEALANTIDESSICANT)or CARDINAL X_EDGE SPACER 2)ITEMS#33-39.'57-59.66,78,84-99,
121& ARE NOT USED AND ARE
3 t7309 617309 3-TRACK HEAD 60 17325 617325 PANEL STILE
4 17312 617312 4-TRACK HEAD 81 17328 617326 PANEL STILE(HEAVY DUTY) NOT PART OF THIS APPROVAL.
5 17314 617314 FRAME SCREW COVER 62 17327 617327 INTERLOCK ADAPTOR 3)USE OF#12 OR#13 REQUIRES
6 17317 617317 FRAME HEAD/,JAMB ADD-ON 03 1225 OTP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) MIN.#10 SMS OR 3116"MASONRY
7 17304 817304 2-TRACK SILL 64 1729 71729 SILL END WEATHERSTRIP PAD ANCHORS @ 24"MAX.O.C-
8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 65 17328 017328 INTERLOCK SCREW COVER
9 17307 817307 3-TRACK SILL 67 17329 617329 ASTRAGAL
10 17310 617310 4-TRACK SILL 68 17339 617339 HEAVY DUTY ASTRAGAL
11 17313 617313 FRAME SILL TRACK INSERT 69 17324 617324 TOP 8 BOTTOM RAIL
12 17315 817315 FRAME SILL SCREEN ADD-ON(SEE NOTE 31 70 17350 417350 WEATHERSTRIP EXTENSION(WECTpN MOWED)
13 17316 817316 FRAME SILL SCREEN ENDADD-ON(SEE NOTE 3) 71 1695 71695 1-1/2"X7"X314'HIGH FIN SEAL DUST PLUGS
14 17305 617305 2-TRACK JAMB 72 8153 76153X TANDEM ST.STI.ROLLER ASSY.
15 17302 817302 2-TRACK JAMB WITH SCREEN RAIL 73 8153 78153N TANDEM NYLON ROLLER ASSY.
16 17308 617308 3•TRACKJAMB 14 SILICONE DOW-899,DOW-995 OR GE-7700
17 17311 617311 4-TRACK JAMB 75 8185 78165X GEMINI MORTICE 3PLY DUAL LOCK WILONO TRIM PLATE
18 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2' 70 71032XIFPFX #1032 X1'FL.SS SCREW W/TYPE'F'TIP
19 17319 817319 SILL RISER-BOX FLUSH,1442' 77 7103239 1032 STEEL ZINC U44UT
20 17321 617321 SILL RISER-FLAT,LOW,2-712' 79 17357 617357 1"IG BEAD
21 17318 617318 SILL RISER-BOX,LOW,2-1/2' BD 17359 617359 7/16"BEAD/FOXED PANEL CLP
22 17355 017355 SILL RISER-FLAT,MEDIUM,3-1/4' 61 17360 017360 9/16'BEAD
23 17354 617354 SILL RISER-BOY MEDIUM.3-1/4' 82 1224 6TP247K VINYL BULB WEATHERSTRIP
24 17323 017323 SILL RISER-FLAT,HIGH,4' 83 61745 1745 LOWE INC,117 X t/10'SOL.SIDE ADH.TAPE,POLYETH.
25 17320 617320 SILL RISER-BOX,HIGH,4" 100 8052 48052 ROLLER ADJ.HOLE PLUG
26 17333 617333 POCKETP-HOOK 101 72087 JAMB BUMPER
27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 102 1698 71696 DUST PLUG
28 17334 817334 POCKET P-HOOK MOUNT 103 8188 78186X 1'KEEPER
29 17335 617335 P-HOOK COVER 104 653 7SDKEEP SCREEN LOCK KEEPER
30 17348 617348 POCKET P-HOOK FOR BOX RISER 105 17344 817344 FD D PANEL CLIP-6'LONG
31 17378 617378 135 CORNER t08 17352 617352 FDD PANEL RETAINER-9/16'
3Ft 7376 817370 1135 FUND MOUNT 107 1739 71739 HANDLE KR-INTERIOR RAISED WITH THUMB TURN
ITEMS 40-63 ARE SCREEN PARTS: 108 1740 71740 HANDLE KR-RAISED EXTERIOR HANDLE
40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMBTURN
41 7LOCKWGSK SCREEN LOCKSET 110 1732 78178 HANDLE KU-RECESSED EXTERIOR PULL
42 41816 SCREEN KEEPER SPACER SET 111 710X44PPSOAX#10 X3/4'PH.PN.TEK-S.S.
43 8162 88152 SCREEN INTERLOCK ADAPTER 112 1235 87SIO WSTP,.270 X.170-FIN SEAL
44 4428 64428 SCREEN DOUBLE INTERLOCK 113 1712 04066 .187'X.230'FNSEAL
45 4317 612256 SCREEN TOP RAIL 114 710Xil5PPX 410 X 14/2'
46 4318 812257 SCREEN BOTTOM RAIL 115 710XPPT #10 X 1'
47 688 7SRAE STANDARDROLLER lie 720XIX #14-20XVS.S. R-W.d Idng C,4 �ItY lh.
48 608 7SRAX STANDARD ROLLER-ST.STL 117 72OXI12X 914-20X1-112"S.S. florwa Bulding_ _ C
Dnl¢ �L��pL�Y13.1��
49 4344 64344 SCREEN ASTRAGAL 118 17336 617338 90 DEGREE CORNER RECEIVER HGAN
50 17349 817349 OXD SCREEN ASTRAGAL ADAPTER 119 17337 617337 90 DEGREE OUTSEE CORNER ASTRAGAL x11 mI Dade I,..C
51 1692 61692 SCREEN SPLINE-.185 120 17338 8117338 90 DEGREE INSIDE CORNER ASTRAGAL ey
52 1694 61094 SCREEN SPLINE-.150' 123 17352 017352 1FIXED PANEL RETAINER,7/8' -1 111v
53 61818020 SCREEN CLOTHnN,.......••. ( JJi
54 1725 1/2'X4"X1/16'SET.BLOCK,NEOPRENE B5+/-5 �.ar.•'�Wc,+•Ias,c '•.F9
55 1728—T—VX4'X1/16-SET.BLOCK,NEOPRENE 85+/-6 �\. '•'��
• hln.58705
NOTES: – =
1 ALL ALUMINUM=6063-T6
2)ITEMS#33-39,57-59,66,78,84-99.121'&122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. (0' 0 s U
OW= _ sT;TE bbbbbbFF v
SCS laSW1S Oft A DEDXI EDGE SPACER TO PARThW PARTS LIST �Gt�'•.!LOR10P.•'•l��
aft1010 TECNNOL0OYDRNE %•�Q�• i`
N.NOVICE FL 91776 tar• i��: �..
75WZ7r-NV- ro41ENIC SERIES 770 ALUM.SGD-LM IMPACT ...,I I„11
JJ 10/8115 A a.rY a t aar owe mow u” A.LYNN MILLER.P.E.
SJR 10110/14 am CERT.OFAUTH.929M ® 50D-no NTS 20 s 22 PGT0f30 A P.E.#58705
5.069" =-�j 8.562" I
1.36"0.080"-Ti-• 1.672"
1.505"
1.211" 0.0 1.019"
0.062" -0.081" O 0.081° SCREEN i� 2-TRACK HEAD f0 4-TRACK SILL(6063-T6 AL) (6063-T6AL) 40 STILE
98" 16063-T6 AL)
6.198' 5.069"
8.526"
0.080" 1.045"
1" 1.505"1.21 T-
1.993' 0.062"
0.081" O2-TRACK HEAD W/SCREEN TRACK 9O3-TRACK SILL SCREEN
(6063-T6 AL) (6063-T6 AL) t4 2-TRACK JAMB 45 TOP RAIL
(6063-T6 AL) (6083-T6 AL)
2-TRACK JAMB WI
7.105" 6.221" 15 SCREEN TRACK
0.080" (6063-T6 AL) 1.36"
Imo- 0.875'
1.505
1.211" " I
•--� 0.081"
1.36" 1.993" 0;062"
rTv0.081" O3 3-TRACK HEAD O8 2-TRACK SILL W/SCREEN TRACK I L
SCREEN
(6063-T6 AL) (8063-T6 AL) as BOTTOM RAIL
(6063-T6 AL)
9.142" 4.49" 0.081"
-�
0.080"
1.211" 1.505" 7.105"
rrF7T7T
9.141"
0.081" TT-m-
0(6063-T6
4-TRACK HEAD O7 2-TRACK SILL
AL) --��1
. (6063-T6 AL)
0060"
Faancde a With t6
1514" Fioreawaig cad,
NeAg I �-0t 5
0.532" 0.780"
1.260' slhml Dade P/oduct Oontnt
y 0.060" 1 516° ""99WOr
L-
O0FRAME HEADIJAMB SCREEN FRAME SILL SCREEN O FRAME SILL SCREEN ��` �p�,..� ••."�: �i J
ADD-ON 1z ADD-ON fa END ADD-ON 16 3-TRACKJAMB �J.••'4�c[Ns '•:<%,
(6083-T6 AL) (6063-T6 AL) (6083-T6 AL) (6083-T6 AL) V:
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS NO.68705 :^
17 4-TRACK JAMB
OR 3/16"MASONRY OR 3/16"MASONRY O _ /�°�:-�
(6063-T6 AL) � (�( tY,_
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24'MAX.O.C. ANCHORS @ 24'MAX.O.C.
�.� s/TAd"-01
e.aptR :Q.'.•
Sc f6 q OCHMGE97H13SHEET EXTRUSIONS ct F�Q!;�F'�' ��
o� f0707ECHN0100YDRNE _
x vH80-1 F131z76 SERIES 770 ALUM.SGD-LM IMPACT
mad,: w.; R.10- (alp+safsoo /r I J I I t
6<yyyye yrcemioN LYNN MILLER RE
�W. o- 3 D.W. ® soono NTS 2i d 22 PGT0130 A P.E.058705
JR 10110/14 CERT.OFAl7TFLY1BI0B
0.718" 0.83" 3.802"
2.304"
I� 3.002" 0.752" �{
0.752° LI 1.163"� 0.885'
0.574" 0.796"
0.062" 0.080" 0.062" 107062-
0.264"
-�
0.264" 0.075" 0.233" 0 062"
OFRAME SILL P-HOOK MOUNTING P-HOOK SCREW
O SCREW COVER 71 TRACK 2s P 063-T 26 ADAPTOR 29 COVER 0.080" 3o P 063-T FOR BOX RISER
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
4"
.155" 4
2.30" 1.488" 1.739"
0.080" 0.062" 1.303" D0326"
0.830" 1.600 0.133" 1.600qLj
.080" 1.870" 888".016" 3.125°
f 1.974° 3.125" 0;082'
2.44"
INTERLOCK INTERLOCK
3t 135°CORNER 32 135°FIXED MOUNT 60 STANDARD STILE 01 HEAVY DUTY STILE 62 05
6063-T6 AL (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER
( ) (6063-T6 AL) (6083-T6 AL)
3.979" � 3.979'
4.125"
0.062" 1.304° 1 050 1.050" 1.050"
0.075° 0.076" 1,645" � LLJJ L-!
1.645"
1 .289"� ,611" .4F:04�5
T--
." „
Fes- 3.25' -�I 045" J 045' �-
0.125 0.281
87 STANDARD ASTRAGAL 00 O HEAVY DUTY ASTRAGAL 69 O TOP/BOTTOM RAIL 79 GLAZING 80 7/16"GLAZING 9t 9116"GLAZING
O
O BEAD I.G. OBEAD,FIXED OBEAD
(6063-T6 AL) ' (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP (6063-T6 AL)
(6063-T6 AL)
1.003" A2.826"
4" 5.821"
0.757" r 0.080'
0.050" L 4ppraved u complying wf1Y tM
FIXED@PANE 0.133' Flo"Bowie
e201
705 PANEL CLIP 0.709" 2.8 0.133" 1.498"
1.498" p(p U
(6063-T6 AL) -
80" 414n18ade Pseud CSoaha
550° --►I 0.863 I�-
.7
FIXED PANEL 5.621' 4" !
0.708" 123 RETAINER,7/8" 720 90°INSIDE CORNER ASTRAGAL LYNit i
pC�...... �, 4 ,i
0.080" IIS-� (8063-T6 AL) t79 90°OUTSIDE CORNER ASTRAGAL (8083-T6 AL) �`.:��.•'��c�Nsg''•�Cy
(6063-T6 AL) r _
FIXED PANEL1t8 90°CORNER RECEIVER ho.OV105
706 RETAINER,9/16" (6063-T6 AL) '-
(6063-T6 AL)
SC i[U2i2016' A NOCHANGESTHIS SHEET f078TECHNOLOOYDRNE EXTRUSIONS ,�� �•.,ar.oRtol;.••���•z!
(041H80-N. 1600 1276 SERIES 770 ALUM.SGD-LM IMPACT !9/ONAL
(80f}480.1608 e�fbdt 6aeawater A.Urt4N ldiUh'P.E.
°1°""� °Yfs' a"tlr0 �'' CERT.OFAUTH.!/28288 B SOD-770 INT$ "�" d 22 PGT17130 A PE.ff 587f15
JR 10110/14