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§ � FL# FL251-1127 '
Application Type I
Code Version 2014
Application Status ed
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer =Industries
Address/Phone/Email
North Venice,FL 34275
(941)486-0100 Ext 22318
druark@pgtindu stries.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 Sliding Exterior Door Assemblies
Compliance Method
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 SGD-670(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes fL251-_R2'_.0_CAC iSL.-..Q 3..:14.pdf i
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 FL2.51 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: f
251.2 SGD-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.edf
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 it 15-0106.07 HP'0df 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:
251.3 jiSGD-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.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/18/2019
Design Pressure:N/AInstallation Instructions
Other:Please see Miami-Dade County Notic of Acceptance( r FL251 R27 I1 15-0609.1i.odf
product performance information,a and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information Created by Independent Third Party:
valuation Reports
reated 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 I HVHZ:Yes FL251 R27 C CAC 15-! 3.:5. df
Approved for use ou ide HVHZ:Yes Quality As tion Date
Impact Resistant:Yes :77D
Design Pressure:N/A Instaions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL253.15.odf
product performance information,anchorage details,and anchor type, '
lede B R
size,and spacing information. Creant Third Party:
Evaluation Reports
Created by Independent Third Party:
251.5 SGD-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.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
Created by Independent Third Party:
251.6 SGD-770HP(Small Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0106.09 HP SM.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 P.27 I1 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 ISGD-780(Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0903.09.0f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/02/2017
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 II 15-0903.09.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:
1251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door 1
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
I 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 It 15-0609.10 DR.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:
251.9 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.flori dabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsEt2PTand5 bm... 7/19/2016
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 15-0,612.06_M.ndf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER j
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.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 II 15-0612.07 SM.OdP
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251. R27 C CAC 15-1210.02.pAf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/21/2021 j
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251,,,_R27 IT 15-11i210.02„pd[
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 FI.251. R27 C CAC 15-1210�,O1.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I
Impact Resistant:Yes 04/14/2021 I
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 IT 15-1210.01.ndf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER II
size,and spacing information. Created by Independent Third Party: I
Evaluation Reports
.Created by Independent Third Party:
_....----...._..__.....__............._...._._..........__......_......._....__................._._.—._......----_-.._._........-----..._...._.........................._.........._......_.._.......__........._..........`------_._.__......___..._...._...............
.__.._,..._...._.....)
E9 9
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your 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:
W] WAR] am_:
Credit Card
Sa'Iow
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MIAMDADE MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Strect,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
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 duality 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 ing
Code, including the High urricane Zone.-
DESCRIPTION: ries"SGD-770"Aluminum Sliding Glass Door w/900&135°corners—L.M.I.
APPROVAL DOCUMENT: Drawing o. t e er' - mpact", 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 Pr Revision stamp with the
Notice of Acceptance number ton a e y e i - unty Produc Control Section.
MISSILE IMPACT RA G:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a germane urces 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 Official.
This NOA revises NOA#14-0128.11 and consists of this page I 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.
QMIAM-DADERMOUN ,xpiratimt Date: February 17,2020
�L12n1��
Page I
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 scaled 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 under 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
r
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. 15-043 0.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-5b
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 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-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 P e ,P.E.
Product Control x miner
NOA No. 1 - 013.15
Expiration Date: February 17,2020
Approval Date: October 29,2015
E-2
TABLE A:
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Min.
Group Anchor Substrate Frame MIrLEdge
Member Distance Embedment
rt
INCLUDING POCKETS &900/1350 CORNERS
Concrete(m n,2.65 kel) atl1SIWJemD 1 1,016'
GENERAL NOTES 1 1/4'Elco UltUngrouted CMU,(ASTM G
ro te90) Jamb onl -112' -
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Gd cM Ja my 2-112' 1,014'
2 DESIGN PRESSURES: oncrete(min.3.35 ksl) Hee b 1 1-314'
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 1/4•CreteFlexS S.S.sUngrouted CMU,(ASTM G90) Jamb only 2-112• 1.1/4'
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. es
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 114•Elco Ultmcon Concrete(min.2.65 kel) Hood7Sl9 1' 1,016'
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Un muted CMU ASTM 0.5 Jamb only 1'
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 012,18.8 or410 P.T.Southernlinu Pine 3-TS' 55) Head/Sill/Jamb 9116' 1,068•
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6.14. S.S.sMs, Aluminum,8083 T5 Head slllrlamb 378• D.o63'
4 SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 threadslln) steel,636 Head1SIIVJamb 3/8' 0.050•
Steel Stud,A853 Gr.33' Hefld/SIIVJamb 318' 0.0451'
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 ksl) liead/SI9/Jamb 1-112• 1,018'
NARROW JOINT SEALANT. 114•Elco 18-8 S.S. Ungrouted CMU,(ASTM C-90) Jamb only 2• 1-1/4'
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSVAF&PA NDS FOR Aggre-Gator Grouted CMU(ASTM C-90,min.2 ksl grout) Jamb only 2- 2•
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.Southern Pine(SG-0.55) Head(SlWJamb 1' 1,0/8'
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southam Pine(SG-0.55) Head/SIIVJamb 9/1s' 1-318•
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 012,Steel SMS G5, Aluminum,6063-TV Head6SIIVJemb 3/8' 0.063•
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.11 throadelin) Steel,638 HoedlSilUJemb 3/e' 0.050
FLORIDA BUILDING CODE,AS APPLICABLE. I I Steel Stud,A653 Gr.33• HeedlSiII/Jamb 318• 0.0451'
TEST REPORTS:FTL-5980,FTL5993,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. NOA DRAWING MAP
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2-THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
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.............1
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 GLAZING DETAILS............4,5
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE.....................6-14
5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, DESIGN PRESSURES 6-8
MAX.1/4'THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT INSTALL DETAILS..............12-14
TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,300 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
PARTS LIST.......................20
Glass eac Exted rtolnterior) EXTRUSIONS....
................21,22
G3 7116'Laminated:(2)Liles of 3116'HS Glass wllh.090'PVB Intedeyer Approved as mmplyiq MlY ac
G3A am paled:(2) as PlloaV 8
G4 7118'Laminated:(2)Utes o13116•HS Glass Koh.090'SG Interlayer DESIGN PRESSURE RATING IMPACT RATING AN �)
G4A 9116'Leminaled:(2)Lltes of 114'HS Glass with.090'SG Interlayer SEE TABLES 1,2&3 ON RATED FOR LARGE&SMALL e11am1 Dade Product
G5 1'Laminated I.G,:3/16'T Exterior Cap+318"Alr Space+7116'Laminated;(2)Liles of 3118'HS Glass with.090°PVB Interlayer SHEETS 6,7 8 B MISSILE IMPACT RESISTANCE
GSA 1•Laminaled I.O.:1/4"T Exterior Cap+5618'Air Space+7/16'Lamineted;(2)Utes of 3/16'HS Glass Kith.090'PVB InterlayerBv.
G8 1•Laminated I.G,:3116'T Eztedor Ca +318'Alr Space+7118'Laminated;(2)Lftes of 3]16'HS Glass KOh.090'SG Intedayer GLAZING NOTES: 77
GOA 1'Laminated I.G.:114.7 Eztedor Cap+5118•Airs ce+7/18'Laminated; 2 Liles of 3118'HS Glass Kith.090•so Intede er 'ANN"=ANNEALED
G7 "HS"=HEAT STRENGTHENE7/16'Leminated:(2)Liles of3/IO'ANN D
0OCENSE •.�Op��
07A 9118'Laminated:(2)Liles of 114'ANN Glass Y0.090'SG Intede er "T'=TEMPERED `2
y '
GB 1'Laminated I.O.:3116'TExlerior Cap+318'Alr Space*V16'Laminated;(2)Lees of 3116'ANN Glees with.090'SO Intedeyer PVB"=.090"BUTACITAPB BY KURARAY AMERICA,INC. _ No.58705 •, _
GOA 1'Laminated I.G.:114•T Exterior Cap+5118•Ar Space+7116•Laminated;(2)Liles of3116'ANN Giese vAth.090•So Interlayer "SG"=.090"SENTRYGLA Y KURARAY AMERICA,INC.
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SC 1a/WAIS A UPDATED/N7ERUlYERMfWUFAC7URER, to7orECRNOLoovoRn7E GENERAL NOTES AND MAP ;C�•., srn 0 ;,
N.VENICE FL 91775 n.� ��. ...01.... •'
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' P1b• �' CERT.OFAVni 028268 SOD•770 NTS 1 d 22 POT0130 A P.E.056705
JR 10/10/14
EXAMPLE CONFIGURATIONS CONFIGNOTEs:
1)ALL COONFIGURNFIGURSATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw","Jc"."Kw"OR"Kc"INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH NOM.PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
PER TABLES 1-3 Ac PER TABLES 1-3 CAN BE OXXXp.
.—
I O 90"&2 S CORNER CONFIGURATIONS CAN BE A COMBINATION
I I OF ANY 2 STRAIGHT CONFIGURATIONS.
t I 1 1
w J 2
MAX.UNIT� i°a MAX.UNIT t / 9 / to i z°m 3)FOR NOM.PANEL WIDTH.SEE TABLES 1-3.
HEIGHT / a I p HEIGHT a a
PER TABLES 1-3 PER TABLES 1-3 j "X°=OPERABLE PANEL,
"O"=INOPERABLE PANEL,
I °� "p"=POCKET
POCKET I y POCKET I ", F—DETAIL LETTER
WOOD OR METAL INSTALLATION
1-PANEL 1 3 2-PANEL ® "c"=CONCRETE INSTALLATION
CONFIGURATIONS CONFIGURATIONS SHEET NUMBER
AX.UNIT WIDT MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7'
NOM.PANEL W H A c NOM.PANEL WIDTH c DLO HEIGHT=DOOR UNIT HEIGHT-10.1.86
PER TAB S 1-3 3 PER TABLES 1� 3 1z 1 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
—J�,1• ��4'---�
I
LM 'lh
I
1 Jw, j i c 19 19 19 t 1 .
al 9 c io&o MAX.UNIT t9 19 19 14 t io�oMAX.U IT a I j a, HEIGHT ° 19 19 9 1,ga q
HEIG
PER TABL S 1-3 / /19 / I `TABLES 1-3 1 $
I POCKET y I POCKET
3- NEL CONFIGURATIONS 4-PANEL CONFIGURATIONS °
3
MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH NOM.PANEL WIDTH t
PER TABLES 1-3 z 13 1 t2 PER TABLES 1-3
Jw Jc Ia ♦ppm,,d as complying with UN
19 9 19 9 14 1 9 Nlorl d C
1 w Uale
MAX.UNIT 12 tc is t 1a i i&° M HEIGHT
z / SEE MOAN
Ic 1 9 19 t / I aK C PERNOTE 614m1 Dade Produl
2,THISHEIGHT t 3 SHEET.PER TABLES 1-3 i TABLES 1 3
Y,.....,•POCKET I1 1 \� .•' ......° c ..
5-PANEL CONFIGURATIONS CORNER,TYP. = Ne.53705 �c
c r,� :
12 1 1F 1 /'
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR) n /c c I . 1 .;
S"ll:
Sc X15 Asa+e O CHANGES THIS SHEET ^ FI OR1OP.•' •:
1070 TECHNOLOOYORIVE EXAMPLE CONFIGURATIONS %ceps•.:,.....• ��G ;
N.VENICE FL 94176
R b RSERIES 770 ALUM.SGD-LM IMPACT
(941"80-16w l i l l l
o.wtm,c — — a+.°n„� n.. A.LYNN MILLER,P.E.
CERT.OFAUTH.428106 SGD.770 NTS 2 a 22 PGTO130 A P.E.N 58705
JR 10/10/14
EXAMPLE CONFIGURATIONS
CONFIGURATIONS NOTES:
MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
355-7116"@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
300.1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"Jw',"Jc","Kw"OR"Kc"INSTALLATION.
NOM.PANEL WIDTH z Ac c EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3t3 1 1
pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
t t3 t9 9 t 1c 1 2)90"8135°CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX.UNIT t t3 14 1 z a y
HEIGHT, 1 t
I qv
96"OR 120" 9 U ssliLxu 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
L Er 1°a °X"=OPERABLE PANEL,
POCKET i "0"=INOPERABLE PANEL,
_s -- i IV=POCKET
6-PANEL CONFIGURATIONS
t 3 t DETAIL LETTER
MAX.UNIT WIDTH vi'=WOOD OR METAL INSTALLATION
"c"=CONCRETE INSTALLATION
NOM.PANEL WIDTH c cc SHEET NUMBER
PER TABLES 1-3 t 3 13 1 1
11h A 3N ,tw Jc I DLO WIDTH=NOM.PANEL WIDTH-7"
1 lv W. lQv 9 a 1 DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
MAX.UNIT 1 1 c is 19 9 9 t9 1 1 10 o PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
HEIGHT 1 13 li
PER TABLES 1-3 � � � � � � � i U�i-t
1g�W
POCKET �
7-PANEL CONFIGURATIONS
1 13 1 3
MAX.UNIT WIDTH
NOM.PANEL WIDTH w c cc
PER TABLES 1-3 3
Jc 1 apptmcd u..1plylegwlth lb
1 1 19 9CLL 1 1 I Florlde d6 Co
w tg 9 19 19 19 Q97 9 1 l o s ij NOAH
MHEIGHTAY.UNIT 1 i 1 9 19 9 t 9 19 i ti Q 4AdP,,,dud7
PER TABLES 1 3 � � 9r,
POCKET I �n :7�1 .•''tCEPIS !F �i
S-PANEL CONFIGURATIONS w fir' No.53705
v Gtr TA
sc to lots A NO CHANGES THIS SHEET 10707ECHNOLOOYORNE EXAMPLE CONFIGURATIONS
ow Rerwans N.VENICE,FL34275 Im
ONA1-
^� R"NW u 04f"80-16p SERIES 770 ALUM.SGD-LM IMPACT 11,111111
s"�.nuoet 5nrm+ JR-- A.LYNN MILLER,P.E.
SJR 10/10114 Data CERT.OFAUT1t.►28294 ® sco-770 NTS 3 -22 PGT0130 A P.E.1F 59705
GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A)
7116"NOM. 7/16"NOM. 1"NOM.
311 "_ 3116"HS GLASS 3116"HS GLASS
.090°PVB
.090"PVB .090"SG 3116"HS GLASS
3/16"HS GLASS 74 3116" IS GLASS 74 318"AIR SPACE 74
82
3/16"T G LASS
B2
83
EXTERIOR 314"NO EXTERIOR 3/4"NOM.
GLASS GLASS 56 314"NOM.
BITE BITE GLASS
BITE
EXTERIOR
89iaDe0 a
7s
54 54
55
7/16"LAMINATED GLAS YPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5
9116"NOM. 9116"NOM. 1"NOM.
3/16"HS GLASS
1/4"HS GLASS 1/4'HS GLASS .090"PVB
.AGLZS
.090"SG 3/16'HS GLASS
1/4"HS 1/4"HS GLASS 745116"AIR SPACE 74
114"T GLASS828283
3/4"NOM.EXTERIOR EXTERIOR GLASS 56 3G NOM.
a BITE GLASS
BITE
EXTERIOR
818179
54 Appmved u mmplylegwMar
55 F7oMMA.Y.
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NOA
9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G. GLASS,TYPE G5A
Ov
i
GLAZING NOTES: �' T .• 1 1 •.�P
"ANN"=ANNEALED ,• 11c�NSE .• ,
"HS"=HEAT STRENGTHENED
" =TEMPERED No.5:3705
T"
"PVB'=.090"BUTACITE PY&BY KURARAY AMERICA,INC.
"SG'=.090"SENTRYGLA Y KURARAY AMERICA,INC.
sy. ".rc nwkoc arslm" -�� ,•' SIAIEOt ;'jV•
SC iN8201b A UPDATED INTERLAYERIMANUFAC7URER 1070 TECNOLOOYORNE GLAZING DETAILS ��n'C�'•..r[ORIOt
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(941}400.1600 SERIES 770 ALUM.SGD-LM IMPACT i i r,
a°'wA° A.LYNN MILLER,P.E.
R ,oito/fa — CERT OFAUTN.AIBTB6 Sco-n0 NTS 4 -22 PGTO130 A P.E.#58705
GLAZING DETAILS(G6, G6A, G7, G7A, G8 & G8A)
!"NOM. 7/16"NOM. 1"NOM.
3/16"HS GLASS 3116"ANN GLASS 3/16'ANN GLASS
.090"SG .090"SG
3/16"HS GLASS .090"SG 3116"ANN GLASS
318'AIR SPACE 74 3116"ANN GLASS 74 3/8"AIR SPACE 74
82
3/16"T GLASS 3116"T GLASS
—
83 83
EXTERIOR 314"NOM. 3/4"NOM.
3/4"NOM. GLASS 56 GLASS
56 GLASS BITE
BITE EXTERIOR BITE
EXTERIOR
�j
78 80 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.
3/16"HS GLASS 3118"ANN GLASS
.090"SG 114°ANN GLASS .090"SG
3/16"HS GLASS 090 SG 3116"ANN GLASS
5/16°AIR SPACE 74 1/4"ANN GLASS 74 5/16"AIR SPACE 74
1/4"T GLASS 1/4"T GLASS
_ 62 -
83 83
GLASS
3/4"NOM.
3/4"NOM. EXTERIOR 314"NOM.
56 GLASS a BITE 56 GLASS
BITE BITE
EXTERIOR
EXTERIOR
81
79 79
54 ♦pproved ee wmplying wIN tl►
55 55 Florlde Ef
Dett
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Mleml De�Product C
1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A DY
GLAZING NOTES: �(3 .......liz
"ANN"=ANNEALED .•'��OF.NSF'•. y
"HS"=HEAT STRENGTHENED
.T"=TEMPERED ": No.58705
"PVB"=.090"BUTACITE P &BY KURARAY AMERICA,INC. - +.
"SG"=.090"SENTRYGLAS�Y KURARAY AMERICA,INC. D} fk r
ROne By. Peb: Re,YMa• Lkv�s ��\� JU LOf'
SC 10/N2015 A UPDATED INTERLAYER MANUFACTURER ''•.F7.OR101`.•''��
1070 TECHNOLOOYDRNE GLAZING DETAILS
aa: RMtbnC N.VENICE,FL 34275 rec ��;i4C'••.......•��a ��•
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Wb: R /9er}4ao•lsoo 6SE*RIES770ALUM.SGD-LM IMPACT R�R '
SERIES `
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A.LYNN MILLER,P.E.
JR 10/10/14 CERT.OFAUTH.029296 SOD-770 1NT$ 5 1 22 1 PGTO130 A P.E.#58705
TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved Maximum DP for all sizes:+80 1 80 SIII Height to Max.(+)DP
configurations on Sheets 2&3) (Water InSltretion Rating)
For comer astragal a mer units,see sheet 11 (May be fimlted by Table 1A) Sill Riser Height
Door Unit HeI ht (Flat or Box,see re Design
Table applies to Glas 9 Pressure,psi
��, �" 90" Sheet 17)
Types 3,3A,5,5A,7 A,8 -7/8"DLO 73-718"DLO 79-7/8"DLO 8"DLO Flush-1.112' s
&8A and the Stile/A 1 nch Anchor Group Anchor Group Anchor Group
types shown below. +
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Medium-3.1/4" +60.0
Hea SI C4+1 +1 C4+1 +1 C4+1 +1 G4+1 +1 04+1 + C4+1 04+ C4+1 + C4+1 C4+ High-W' +60.0
24" DLO Jamb a B 8 8 a 8 8 8 8 8 B 8 8 8 8 B
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+B 7+8 7+8
Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
30" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 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+9 7+8 7+8 7+8 7+8 7+8 7+8
H
ead/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
b B 8 a 8 8 8 a B 8 B B 8 8 8 Bok 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+g 7+8 OH LENGTH/SIII C4+1 C4+1 C4+1 C4+1 C4+1 C:4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C41+1 C4+1 C4+1
b a 8 B 8 8 8 8 B a a a8 8 8 86+7 6+7 + 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+0 7+8 7+8 7+8 7+8/SI11 +2 C4+2 C4+2 C4+2 +2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 T oOH RATIO;b 8 6 B 8 8 8 8 8 B a 8 8 8 8 B 8 O
ook 6+7 6+7 6+7 6+7' 7+8 7+8 7+8 7+9 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8ING TA
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 1-112"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 Lockstile @ Jamb Straight Astragal Lockstile @ 90"Astragal Lockstile @ 135'Astragal Lockstile @
Assembly Straight Astragal Assembly 90'Astragal Assembly 13S°Astragal .ppmed"WMrAyiajwit (66
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty StileFlorida id qC
Dute
Standard Astragal Outside Co Outside Inside NDA# -
COfne st ml Dc a Product
w--� Corner
i\r ..
���-{' Corner Outside ;�\\O�a{ t-YIJNCn1/ze�
InsideCorner'I I Corner . a� ,.•'O;pt'.tds F
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Part#60(Stile) Part#61(Stile) Part 9119(Out.) Part R61(Stile) �r;' Ifo ,3705
Flart,60(x2) Part#60 Part#60 part 067(Astragal) Part#60 Part#118(Corner Part#120(In.) Parts#31  Part N61 _
Receiver) (Corn.&Fxd Mount)1 - -
i)'. �p �0 �S •'
IQ/'
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1070 TEGINOLOOyDRIVE DPANDANCHORAGE t(AW.." �'-
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N.VENICE,Fr.81776 fi, �i'lSn •.•....
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JR�fOH4 ares war CERT OFAU7H.B@91aB ® soano NTS 6 a 22 PaT0130 A P.E.#56705
TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+601-60
For comer astragal anchorage on 90'or 135'comer units,see sheet 11 (May be limited by Table 2A)
Table applles to Glass Typos Door Unit Height
4,4A,6,6A,7,7A, B 8 BA 18' �" 90' /8' 18" 10a' 114' 720'
and the Stile/Astragal types Anchor
DLO 73-718'DLO 79.718'DLO 85.718'DLO 97-718-DLO W-718'DLO 1 Anchor
DLO 1 ncVr DLO
shown below. Anchor Group Anchor Group Anchor Group Anchor Group •Anc r Group rkhor Group Anchor Group Anc r roup
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 7 2 3 4 1 2 3 4
Flee SIII G4+1 +1 04+1104+1104+1 C4r1 C4+1 04+1 CA+1 +1 +1 C4+1 C4+ 04+1 C4+1 C4+ C4+1 04+1 C4+1 C4+1 C4+1 + C4+1 C4+1 C4+1 +1 CAN C4+t + CA+1 C4+1 04+
24' DL' Jamb 8 8 B 8 B B B B 8 B 8 8 B 8 B B 10 10 t0 10 10 10 10 10 10 10 10 10 10 10 70 10
P-hook 8+7 6«7 6+7 6+7 7+8 7+a 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 6+9 a+9 8+9 8+9 6+9 8+9 8+9 B+9 9+10 9+10 9+1D 9+10 9+1019+10 9+10 9+10
Head/Sill C4N 04+1 C4+1 C4+1 C4+1 CAN C4N 04+1 04+1 C4+1 CAN CAN CA+1 G4+1 CA+1 CA+1 C4+1 C4+1 C4.1104+1 C4+1 C4+1 C4N C4+1 CAN CA+1 C4+t CAN CAN C4+1 C4+1 C4N
30' DLO Jamb 8 B 8 8 B 8 B B B B B 8 8 8 B a to 10 10 10 10 to to 10 10 to 10 to 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+6 7+a 7+8 7+8 7+8 7+B 7+8 7+8 7+8 6+9 B+9 8+9 8+9 8+9 0r9 B+g 8+9 9+10 9+10 9+70 9+10 9+70 9+10 9x10 9+10
Head/Sill C4+1 C4+1 01+1 C4+1 C4+1 C4N C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1C4+1 C4+1 C4+1 CAN C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4N
36' O Jamb 8 8 B 8 B B B B 8 8 8 B 8 8 B 6 10 10 10 10 10 10 10 10 10 10 f0 10 10 10 10 to
P-twok 6+7 6+7 6+7 6+7 7+6 7+8 7+B 7+8 7+8 7+8 7+8 7+8, 7+6 7+8 7+8 7+8 8+9 8+9 B+9 a+9 8+9 B+9 8+9 8+9 9+10 9+10 9+f0 9+10 9+10 9+10 9+10 9+10
Head/Slll C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C1+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CAN G4+1 CSN C4+1 C4+1 Cd+1 C4+1 C4+1 CS+1 C5+1 C4+1 0i+1 C5+1 C5+1
a 42' DLO Jamb 8 8 B 8 8 8 B B 8 B 8 B B 8 B B 10 10 10 10 io 70 10 10 10 10 10 10 10 10 10 10
Patook 6+7 6r7 6+7 6+7 7+B 7+8 7+B 7+B 7+8 7+8 7+B 7+B 7+8 7+8 7+8 7+8 8+9 8r9 0+9 B«9 9+9 B«B B+9 8r9 9+10 9+10 9+10 9r 10 9+10 9+10 8+10 9+10
Head/811i C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 CA+2 A+2 C4+2 C5+2 C5+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2
48' pL0 Jamb B 8 8 8 8 8 B 8 8 B 8 8 B 8 6 8 10 10 10 10 10 10 10 10 f0 10 10 10 t0 to 10 10
P-hook 6+7 6+7 8+7 8r7 T*B 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 0+9 8+9 B+9 B+9 B+B B+9 8+9 9+70 8+10 8+10 9+1019+1019+10 9«10 8+10
Head/Sin C4+2 C4+2 04+2 04+2 C4+2 C4+2 C4+2 C4+2 C9+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2
54- DLO Jamb 8 B B 8 B 8 B B 8 8 a 8 6 8 B 8
P-hook 6+7 6+7 6+7 Br7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7,13 7+8
Head/Sill C4+2 CA+2 C4+2 C4«2 C4+2 0r+2 04+2 C9+2 C4+2 C4+2 CA+2 c4+2 C4+2 C4+2 r C5+2 Not available in these sizes
ODLO Jamb 8 8 8 B B 8 B B 8 B B 8 6 8 8 6
P-hook 1 6+7 6+7 1 6+7 1 6+7 1 7+6 7+8 7+81 7+8 7+6 1 7+8 1 7+8 1 7+8 1 7+6 1 7+8 + 7+8
NOTES: O= EXAMPLE ON SHEET 9
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-114"SILL. DLO WIDTH=
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"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 II
(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water infiltration Rating) OH LENGTH DLO HEIGHT=
3)4'.3-1/4'AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SIII Riser Height DOOR UNIT HEIGHT-10.125"
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design
(Flat or Box,sea w PANEL HEIGHT=
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psf = O OH RATIO'1
AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Sheet 17) =O o DOOR UNIT HEIGHT-1.866"
NOT RATED FOR WATER INFILTRATION. Flush-1-1/2° see nate 3
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-1/2" +46.67
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-1/4' +611.0
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High•4° +50--1.0 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.
Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135'Astragal Lockstile @ 4 raved aeamplying wll►tbs
Interlock P-hook Lockstile @lamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135°Astragal pp
Florlde ld g
Heavy-duty Stiles Heavy-duty5tile Heavy-duty Stile Heavy-duly Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile oak
Inside NOAN
Standard Astragal Outside Corner Outside nr.mt dePradeel enol
w� �-1 .1��(1L Corner Corner
7TVa�
inside
RY
�-pY�� de It LYNN,t91 j
'1 1 Corner Outside
Inside Corner ,�aC;�,.-•••••• .1�lF ��
Corner ". \a�•,••'�4GENSF' S'
Part#61(Stlle) Part 061(Stile) part#119(Out.) part#61(Stlle) Q r
Par[#61(x2) Part#61 Part#61 part#67(Astragal) Part q61 Part#118(Comer part#120(In.) parts#31  P�ar�161
(�o.X6706
Receiver) (Corn.&Fxd Mount) —
r7
SC MR1015 A OCHANGES THIS SHEET f070TECHNOL00YDRNE DPANDANCHORAGE -••'� T`'EO� ' �J�
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D.
NTS
mss° aw CERT OFAUTN.A2929a ® SOD-770 NTS 7 d 22 PGTO'!30 A P.E.#58705
JR 10110114
TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantities Required,(tor all approved configurations on Shoots 2 8 3g Maximum DP shown below Slii Height to Max,ting DP
For comer astragal anchorage on 901 or 735'tamer units,see sheet 11 (May be limited by shown
Table3A) (Water Infiltration Rating)
nit
Table applies to Glees Types 4,4A, BO' 84" 90" Door UHei bl Sill Riser Height96" 102" 108" (Flet or Box,sea (+)Design
S.6R,7,7A, 8&8A and the Stile 1 69-7/8"DLO 8"DLO 79-1/8"DLO 85-7W DLO 91-7f DLO 97-7/8' Pressure,psf
Astragal types shown below. Anc or Group Anc or Gr Sheet 17)
otrp Anchor Group Anchor Orap Anctar roup Anchor Group Flush-1-1/2" see note 3
1 2 3 4 1 2 3 4 7 2 3 4 1 2 3 4 11-2—T-3-1-4— 1 2 3 4
Design ressure t s +/-75 Ps! Law-2-1/21 +46.67
C+tC4+1 4+tC9tiCtid 17" HeodS@ +1 C4+1 C4+1C4+1 C4+11 4+11 Medium-3-1t41 +Sp.O+ C240
High-4• +90.0
DLO Jamb 8 8 8 s B 8 8 8 8 8 8 $ 8 8 8 a 10 10 10 10 10 10 10 10
P•hook 6+7 6+7 6+7 6+7 7+8 1+8 7+$ 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 6+9 L 13+9 1 a+9 I a+9 $+9 1 8+9 8+9 1 8+9 SEE NOTES 1-3
Design Pressura +1.90,0 psi +1.82.5 PSI +1-7$.0 sf
30° 23" HearYSlll 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 04+i C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
r DLO Jamb a 8 8 8 6 8 8 8 $ $ B $ 8 6 8 8 i0 t0 10 10 10 10 10 10
P-1100K 5+7 6+7 6+7 6+7 7+8 7+8 7+8 7+$ 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 0+9 a+9 8+9 8+9 8+9 8+9 8+9 8+9
Design Pressure +1-90.0 psi +t$2.6 psf +1--75.0 psf
36" 29" Head+Slll C4+1 C4+1 C4+2 C4+2!C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 C5+2 C6+2 C4+1 C4+1 C5+2 C5+2 C4+1 C4+1 C8+1 C6+1 C4+1 C4+1 C5+1 C5+i
DLO Jamb 8 a 8 B 8 a 8 8 B 8 6 8 $ 1 8 t0 1 8 10 10 10 10 10 10 1 10 1 10
P-hook 6+7 1 6+7 1 6+7 1 5+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+9 1 8+9 8+9 8+9 8+9 $+9 8+9 8+g 8+9 8+9 8+9 1 8+9
e Design Prassure +/-,a,0 psf +1-82.6 psf +1-76,0 par OH LENGTH
42" 35" HeatuSlll C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C5+2 06+2 C6+2 C5+2 C5+2 C5+2 C6+2 CS+2 CS+2 C6+2 C5+2 C6+2 C5+2 C6+2 C5+2 C6+2 C5+2 C5+2 F-
DLO Jamb $ 8 8 8 8 8 8 8 8 8 10 8 8 B 10 8 10 10 t0 i0 10 10 10 10 =
P-hook 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+$ 6+9 8+9 8+9 8+9 8+9 8+9 $+9 8+9 8+9 8+9 8+g 8+9 9+9 8+9 8+9 W �I
Design Pressure +/-90.Opsf See Note A below. +/-82,6 psi +1.76.0 psi M o OH RATIO;t 1
4$, 41" HeacySlp G4+2 C4+2 C5t2 C5+2 C4+2 C5+2 C5t2 C5+2 C6+2 C5+2 C5+2 C8+2 C6+2 C6+2 C8+2 Cfi+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6t2 p
DLO Jamb $ a a 8 8 8 t0 8 8 8 10 8 B 8 10 8 10 10 10 10 10 10 10 t0 1
P-hook 8t7 7+$ 7+8 7+8 7+8 1 8+9 1 8+9 1 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 8+99+10 9+10 9+10 8+919+1014+1019+10,
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+1-90.0 PSF FOR GLASS TYPES 4,4A,6,6A,7A, 8&8A: +/-87.1 FOR GLASS TYPE T
NOTES:
1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. OH RATIO=OH LENGTH
=
2}WHEN USING THE 2.112"SILL,POSITIVE WATER OP IS 46.67 PSF MAX.WHEN USING THE 3-174"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%3-14'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 1S 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.
Straight Astragal Lockstile @ 90'Astra al Lockstile @ 135°Astragal Lockstile @
Interlock P-hook Lockstile@Jamb g g appravM ar wm t
Assembly Straight Astragal Assembly 90*Astragal Assembly 135*Astragal PYlag with Ma
Florlde lid n4
Heavy-duty Stiles Heald-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Rare d
Heavy-duty Astragal Outside Corner Outside Inside NOA D de�PmdwCorner Corner Inside=
Inside Corner Corner Outside : yicHtls LYHN`
Corner
:1-,t716 (,1) Part#61 Part#61
Part#61(Stile) Part#61(Stile) part#119(Out.) Part M61(Stile) Pio 58705 it~
Part 068(Astragal) Part#61 part 11118(Corner part#120(In.) Parts 031  Part#61
Receiver) (Corn.&Fxd Mount) -
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• l
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NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER
SEE JAMB (7)P-HOOK ANCHORS, SEE"CS°CLUS IT WIDTH DETAILS,SHEET 10
SPLICE :•. REQUIRED @ (PERPENDICULAR TO GLASS DETAI T 10 FOR
SEE" CLUSTER DETA FOR ASTRAGAL
EXTERIOR PLANE)SEE TABLE 2,SHEET 7 REQUIRES"C6" SHEET 10f9 RLOCK 24"M O.C.
NOTE, INTERLOCK CLUSTER,SEE
POCKETS
THIS AND 60"NOM.
SHEET SEE POCKET (8)P-HOOK --_ ___ x PANEL WIDTH DETAILS,SHEET 11 x x x x
JAMB MOUNTING I x x x x x f x x x x x x x x x
INSTALLATION, PTE 5 ( x x x x x x x x x x x
THIS SHEET ANCHORS MID Y x x
j l 0 3'MAX.
&SHEET 14 BETWEEN P OOK i ®' I I 4 PAIRS OF
ANCHO &ATT' i o x=FRAME x x NCHORS
. , M TOP& i ® 1� l ANCHORS 96" ( TAL 8
BOTTOM o 14" I ie.� 1 o UNIT z1 MAX. A HORS)
4.051" 8"MAX.TO OPENING i o MAX.O.C.'®I 14'MAX.O.C. HEIGHT C.C. PE JAMB
i y (�®=P-HOOK
EDGE OF POCKET SEE w a p x� (SE JAMB
IN TALLATION ioQ I®I I � ANCHORS x DET IL
DETAI 'Jc'&'Kc', i m s�s IoI m o=P-HOOK BEL W)
END PANEL SHEET 4&PART �a I®� i i %D MOUNTING
ANCHORAGE DETAIL 'J'&'K', U uW j j ° T MAX. ADAPTER x x
24"MAX. (2 ANCHORS) SHEET FOR I$ F® II ANCHORS
O.C. P- OK ------MAX. ( x z
ANCHO END PANEL x' xx, x xx xx x x x xx xx x .`j xx zx x x' 6"MAX. —ENCHANEL (SEE
ANCHORAGE
ORAGE �`� x' x xz x x' �.+2, SKETCH BELOW)
+Z
(SEE SKETCH B �^tp• •+2^ +p• ANCHORAGE CHORALE
CENTERLINE 8"MAX ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04"
24"MAX. EXAMPLE:5-PANEL 2 TRACK.90°OUTSIDE CORNER- - XT.MOUNT POCKET ANCHORAGE PLAN:
O.C. 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE 6. SPLICE NOTE:
NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED
I 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE
2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3 SHEETS 6.8: EXTERIOR HEAD OR SILL IF A SPLICE
60" JT 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 n oc.cx sss
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 o� ' 6"MAX.
3.5" REQUIRED AS PER THE FIGURE AT RIGHT: r o
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. ♦Ppmvod u wntplyioa vHO tic
"+2"ANCHORAGE ANCHOR PAIR RorWa rld g
REQUIRES SEE"C5"CLUSTER END PANEL orate 1
CENTERLINE CENTERLINE
"C6"CLUSTER,SEE DETAILS,SHEET 10 ANCHORAGE tip 5
• l
DETAILS,SHEET 11 �IN FOR ASTRAGAL �OF (2 ANCHORS) 8„ M .10ede Prodocl Coetrol
INTERLOCK ASTRAGAL
i • 4.051" _�� 3.5" I MAX. n1'.
i
• •
- •, • _ LOIS(•LYNN 4I.7/i
a - — •-
rr CENTERLINE L�CENTERLINE CENTERLINE No.56705
EXTERIOR `j �OFPANEL3 "+2"ANCHORAGE I OFPANEL4 °+2"ANCHORAGE r OFPANEL 5 -
SEE SHEET I I FOR OTHER INTERMEDIATE ANCHORS ;,��'• (o I I S fir`
SO 0/8/1015 Aex.bsc O CHANGES THIS SHEET :�i\'.• STA"C Of
l070TECNNOtOGYDRNE [J� ANCHORAGE SPACING •� �. •..FcoRu��.••�
N.VENICE,F134276m" i .S '..•••.,•'`�\:
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SJR 10/10/14 a� CERT.OFAUTH.iY18208 SG0.770 NT$ 9 d 22 PGT0130 A P.E.858705
ASTRAGAL OR 6"DIAG.
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE SPLICE LOCATION 2.04"
INTERLOCK--41F NEEDED INTERLOCK--I CONDITION,USE INTERLOCK IF NEEDED 2.04"
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE
- �- 1.75„ EXTERIOR 6"DIAG.
3.5" 7" 7"
3.5" 21"
1.75" - MAX.
4 4"DIAG "DIAG. EE TE
O.C.
2.04" 2.04" 2.04" 21"
5.64" MAX.
EXT,IE�RIOR 3'S" 7' EXTERIOR 4"DIAG. 41—7" EXTERIOR 7 3.5" O.C.
v 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL 11-1
7 6.1 MAX.
2-TRACK FRAME HEAD/SILL 5.64'
a ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK OD ASTRAGAL OR INTERLOCK �2-TRACK-
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6'MAX.
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6') ANCHOR PAIR j�
I 4-TRACK
ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB
INTERLOCK-�IF NEEDED INTERLOCK CONDITION,USE INTERLOCK--i-IF NEEDED2.04" EXTERIORANCHOR PAIR
CENTERLINE I CENTERLINE I "C6"CLUSTER DETAIL) CENTERLINE 3.5"
3.5" 7"
ANCHORS MAY BE INSTALLED
o4t4.08"
I 21" EITHER IN THE EXT.OR INT.
2.04" 4"DIAG. MAX. TRACK(INT.SHOWN)
4.08" O.C.
2.04"
5.64" NOTES:
1.ALL DIMENSIONS SHOWN
EXTERIOR EXT,fE1R,IOR 7" 4"DIAG. EXTERIOR 3,5^ 3 5' 6"MAX. ARE BASED ON MIN.
3-TRACK
v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEADISILL V ALLOWED.
FRAME HEADISILL
(a7 ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK (a.ASTRAGAL OR INTERLOCK 2.FOR HEAD OR SILL SPLICE
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB LOCATIONSIANCHORAGE AT
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5') ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9.
(FOR SPLICE FOR SPLICED
ASTRAGAL OR II SPLICE LOCATION ASTRAGAL OR II ASTRAGAL OR CONDITIONS ONLY:
INTERLOCK--] IF NEEDED INTERLOCK�i (FOR SPLICE INTERLOCK CONDITION,DO NOT
CENTERLINE I CENTERLINE I CONDITION,USE CENTERLINE USE THIS DETAIL) SPLICE LOCATION
1 75" C6"CLUSTER DETAIL) IF NEEDED
3.5"
W2.04" Approved u mmplyioe allh lhs
2.04" 4"DIAG. 2.04" 14 rkla eId2.04" 5.37DIAG. 4"DIAG. NOAd
Vmi D.dc product4.08'4"DIAL. .ti3
II3.5" ` h1jo LYNN!EXTnERIOR EXTERIOR 7" EXTERIOR .5" ��y��\�''�IGENSE '•.`�ri
V 4-TRACK FRAME HEAD/SILL lul 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL
ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK No.56705
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") _ /'
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION J Ll Ey
or. ow rsemnu o.wa :'O.'. G��aIS
SC 10/62015 A OCHANGES TNI3 SHEET Si„TE F
R f0707ECHN0100YORNE ANCHORAGE,EXAMPLE CLUSTERS %.'I(."..'ZoP,Io�.•'C��~;
N.VENICE,FL 34275
am - 194r}a3a 1so9 SERIES 770 ALUM.SGD-LM IMPACT
A.LYNN A 111 LER,P.E.
SBy.
10110114 a"a� �� CERT OFADTH.09296 S SGD-770 NT$ 10 d 22 IGT0130 A RE.S 58705
2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04" NOTES:
INTERIOR INTERIOR 7" 1.ALL DIMENSIONS SHOWN
4'DIAG. J'
4'DIAL. 8.94" ARE BASED ON MINIMUM
6.12" 6.12" 3.5" 3.5" ALLOWED.
INTERIOR 7" INTERIO OLNTER 2.DETAILS DEPICT ANCHOR
INTERIOR 1 ° QUANTITY AND SPACING,
90° 3. " 1 ° EXTERIOR
AND WOULD BE IDENTICAL
EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
3.5'° 4,. 3.5" 4" 3.5" 5" EXTERIOR
4., „+1"ANCHOR
2.04° EXTERIOR 2 04" 7" 2.04^ EXTERIOR 4" 2.04 8 94°
EXTERIOR
90°CORNER 90°CORNER 135°CORNER 135°CORNER
2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL II CENTERLINE
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I~OF PANEL
ANCHORS ARE REQUIRED,"94D ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C4" ANCHORS ARE REQUIRED,"C6')
4.08"
^+2"ANCHOR
INTERIOR INTERIOR 71
E%TERIOR 4.08'
"+1°ANCHOR 2.04"
4" 7.41" ° . DIAG.
INTERIOR 3.5 INTERIOR
135°
90° 7" CENTERLINE
EXTERIOR OF PANEL
.3 I 3.5"
"+3"ANCHOR
4.08" 4.08" 7-
5.37"D AG. 6.37"D AG.
CENTERLINE 2.04'
3.5" 4" 3.5"
OF PANEL 4"DIAG.
EXTERIOR EXTERIOR 7" 4 INTERIOR ON
"+2"ANCHOR °3.5"
90°CORNER 135°CORNER EXTer�foR VIEWS
7„
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL CENTERLINE
yR
("26"ANCHOR CLUSTER REQUIRED ('C6"ANCHOR CLUSTER REQUIRED OF PANEL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4'DIAG. 2-TRACK FRAME HEADISILL
INTERMEDIATE ANCHOR LAYOUT
INTERIOR—� 6.12' INTERIOR 2.04"
2.04" 6.12" 3.5„
EXTERIOR CENTERLINE
4 INTERIOR 5.66" OF PANEL
INTERIOR 90° 4 3.6" 135° "+3"ANCHOR
2.04"
G. 7" 4ppmcd u complying vrItl 16
G 3.5" mends lag 201
6.12" 4"DIAG. 6.12" 4.08" Dale
7" EXTERIOR NUAN
�ml de rod0ci
6y,
2.04^ 3.5,. 4„ 4"DIAG. 3.5" 3.6" I�
EXTERIOR 7� E%TERIOR 4„ 2.04^ I- OFPANELCENrERLINE
90°CORNER 135°CORNER { cENss •.FP
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILLr
C8ANCHOR CLUSTER REQUIRED C8"ANCHOR CLUSTER Q 4-TRACK FRAME HEAD/SILL _•tc zc
("—" (— REQUIRED INTERMEDIATE ANCHOR LAYOUT No.5 !U5 _
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) _
LY
sc tamnols A o CHANGES THfs sHEEr ro7oTECHHOLoor oRrvE ANCHORAGE,EXAMPLE CLUSTERStf"T OF �V
RIWW. Dal.-
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Qfn°�Oaks diBd1oe o.�s CERT.OFAUTH.020296 ® soano NTS 11 a 22 PGTO130 eA P.E.#58705
JR 10/10/14
INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND
EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A,SHEET 1 *WOODWOOD
A,SHEET 1 SEE TABLE A,SHEET 1
2-1116"' 1116"' 2-1/16"• NOTES:
EXTERIOR 114" 1/4" 1/4" 1.ALL DIMENSIONS
MAX MAX MAX. SHOWN ARE BASED
r j r SHIM EXTERIORSHIM EXTERIOR SHIM ON MIN.ALLOWED.
EMBEDMENT: T IT SUBSTRATESA2 METAL OR OY BE
SEE TABLE A, J USED FOR ALL FRAME
SHEET 1 TYPES PER TABLE A,
2X WOOD WOOD ANCHOR TYP., ANCHOR TYP., METALTYP., SMS ANCHOR TYP., SHEET1.
TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP, EE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES
NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD 'DIAGONAL O.C.
Aw WOOD INSTALLATION Bw WOOD INSTALLATION METAL INSTALLATION MIN 4"(HEAD&SILL)
OR 6"(JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11.
SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1
SEE ANCHOR . ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 5,SHEETNOTE 5, NOTE 5, THE METAL SUBSTRATE
1(114"MAX.) 1 SHEET 1� 1 SHEET 1 _
T (114"MAX. t
EXTERIOR 1 EXTERIOR EXTRIORTEMBEDMENT:SEE
2-1/18"' 2-1116"• �2-111TABLE A,SHEET 1
EDGE DISTANCE:
EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1
SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
E SILL
WOODCNSTALLATION Ew WOOD INSE SILL da 3-TRACK TALLATION Fw MTA INSE SILL t6Eh 4-TRACK TALLATION
EMBEDMENT:SEE 1
TABLE A,SHEET 1 -J
EDGE DISTANCE:
EMBEDMENT:SEE SEE TABLE A,
TABLE A,SHEET 1 ~I SHEET'I
EDGE DISTANCE: METAL TYP.,
EMBEDMENT:SEE SEE TABLE A, SEE ANCHOR
TABLE A,SHEET 1 SHEET 1
2X WOOD EDGE DISTANCE: 2X WOOD u
NOTE 4,SHEET 1
TYP.,SEE ANCHOR SEE TABLE A, TYP.,SEE ANCHOR ♦permed n mngdyingwllh Ihi
SHEETI 2-1/16"' Florio Id g
NOTE 3,SHEET 1 NOTE 3,SHEET 1
SMS ANCHOR TYP., Dote 1
SEE ANCHOR NOTES xOA9
2-1116"' 2-1/16"' &TABLE A,SHEET 1 6WndePrWuc enol
WOODANCHORTYP., WOOD ANCHOR TYP., MIN.OF 3
SEE ANCHOR NOTES THREADS
&TABLE A,SHEET 1 SEE ANCHOR NOTES BEYOND THE 1YNV
O &TABLE A,SHEET EXTERIOR METAL �0���••1 •.; C
EXTERIOR
I EXTERIOR f7 SUBSTRATE � ��•'•��'�EI�OF '•.'�' i
114"MAX.SHIM h- 1/4"MAX.SHIM �I I� V
1/4"MAX.SHIM 4 I� idu.58705 _
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WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION = U C t a v V
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INSTALLATION DETAILS EMBEDMENT: T 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES:
EDGE DISTANCE:SEE DGE DISTANC EDGE DISTANCE: 1.ALL DIMENSIONS
CONCRETE CONCRETE SEE TABLE A,SHEET CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED
TABLE A,SHEET 1
PER TABLE ON MIN.ALLOWED.
A,SHEET 1 2-1/16"' PER TABLE 2.1116„• PER TABLE 2.1/16"
:.
A,SHEE SHEET 1 __ 1/4" 'DIAGONAL O.C.IS
EXTERIOR '�+•:''a'. .'. •� .L. ....� r:i;'';:. : SHIM )
:. .' ... .:.... .. :: MAX. MIN 4"(HEAD&SILL
OR 6"(JAMB)SEE
li DETAILS,SHEETS
EMBEDMENT: J 1/4" EXTERIOR
SAX EXTER 0&11.
SEE TABLE A, (�
SHEET1 SHI `5 SHIM
PROPERLY SECURED 1X CONCRETE ANC OR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP PR7E��RL� ECURED 1XTCONCRETE ANCHOR TYP.,
WOOD BUCK TYP.,SEE SEE ANCHOR NO ES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOD BCK TYP.,SEE CHOR NOTES&
ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1
E 2-TRACK FRAME HEAD 16ib 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
Ac CONCRETE INSTALLATION Rc CONCRETE INSTALLATION Cc CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CO CHOR TYP., L ECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE ANC WOOD B P.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE , EET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
SEE ANCHOR SEE A HOR SEE A HOR
NOTE 5,SHEET OTE 5, S 0 5,
1(1/4"MAX.)] HEET 1 HM 1�
(/4"MAX.) - 1 (1'4 ) 1
EXTERIOR EXTERIOR EXTERI R `
CONCRETE
2-1116"'
2-1/16 -1/16"* —PERTABLE
EDGE DISTANCE: CON RETE 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
EMBEDMENT:SEE TABLE A,SHEET 1 A,SH T1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
2-TRACK FRAME SILL 4a 3-TRACK FRAME SILL 4-TRACK FRAME SILL
Dc CONCRETE INSTALLAT11 kgc,,l CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1
EDGE DISTANCE:
MBEDMENT:SEE SEE TABLE A,
TABLE A,SHEET 1 —� SHEET 1
EDGE DIST A PROPERLY SECURED
EMBEDMENT:SEE SEE TABLE A, 1X WOOD BUCK TYP.,
TABLE A,SHEET 1 �I SHEET 1 SEE ANCHOR NOTE 3,
EDGE DISTAN E: SHEET 1
PROPERLY SECURED PROPERLY SECURED
SEE TABLE AppmW..wmP171u6eI the
1X WOOD BUCK TYP., 1X WOOD BUCK TYP., 2.1/16•
SHEET 1 Fl
ort"
SEE ANCHOR NOTE 3, SEE ANCHOR NOTE 3, ONC./CMU ANCHOR SHEET1SHEET1 TYP.,SEE ANCHOR NCONC./CMU ANCHOR 2-1/16"' 2_1/16„• NOTES&TABLE A,TYP.,SEE ANCHOR CONC./CMU ANCHOR SHEET1 CONCRETE
NOTES&TABLE A, TYP.,SEE ANCHOR OR CMU
SHEET 1 CONCRETE NOTES&TABLE A. EXTERIOR PER TABLE I LYi'N
EXTERIOR OR CMU EXTERIOR SHEET 1 CONCRETE n A,SHEET 1 \�`,�0�� ••••••••nll!(
V 114"MAX.SHIM �I If PER TABLE J L OR CMU V �� vs� •.`p '
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A,SHEET 1 1/4"MAX.SHIM ►I F� No.56705
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB
KO CONCRETE/CMU INSTALLATION He CONCRETE/CMU IN TION Ic CONCRETE/CMU INSTALLATION .0:• `10
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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.SHEET FIGURES ON HIS
AREWOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER
WOOD ANCHOR TYP., INFILTRATION CONC./CMU ILLUSTRATIVE
C� o SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE
BLE A,SHEET
EMBEDMENT: 8 TABLE A,SHEET 1 28 ANCHOR NOTES& qLL APPROVED 1 FOR
SEE TABLE A, (ALSO SEE TYP. TABLE A,SHEET 1 SUBSTRATES.
SHEET 1 28 ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE
EDGE DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3,
TABLE A,SHEET 1 EMBEDMENT: SHEETS 6-8 FOR
SEE TABLE A, P-HOOK MOUNTING REQUIRED P-HOOK
26 SHEET 1 ADAPTER CONCJCMU AND P-HOOK
ExrERloa : `• MOUNTING ADAPTER
PHOOK WOOD ANCHOR TYP., IL ANCHOR TYP.,SEE
SEE ANCHOR NOTES, V P-HOOK .:="'':'; :f` ANCHOR NOTES&TABLE ANCHOR QUANTITIES.
&TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE
(ALSO SEE TYP. 2.693"MIN. CMU PER TABLE TABLE A.SHEET 1 (ALSO SEE TYP. ON SHEET 9.
ILLUSTRATION,SHEET 9) EDGE DISTANCE A,SHEET 1 ILLUSTRATION,SHEET 9)
®P-HOOK FOR USE WITH FLAT SILL RISERS ®P-HOOK FOR USE WITH FLAT SILL RISERS
PARTS#18 #20,#22 OR#24, Jc PARTS#18,#20,#22 OR#24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP., P-HOOK MOUNTING
SEE ANCHOR P-HOOK MOUNTING EMBEDMENT:SEE CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU
NOTE 4,SHEET 1;
TABLE A,SHEET 1 ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE
MIN.OF 3 THREADS ANCHOR TYP.,SEE A,SHEET 1 ANCHOR NOTES&TABLE
BEYOND THE METAL ANCHOR NOTES A,SHEET 1
( LSO SEE TY .
SUBSTRATE 2& (ALSO SEE TYP.ET 1 EMBEDMENT: ILLUSTRATIONP SHEET 9)
ILLUSTRATION. SEE TABLE A,
EMBEDMENT: SHEET 9) SHEET 1 2�
SEE TABLE A, EDG DISTANCE:SEE
SHEET1_
TABLE A,SHEET 1 1-1/4"MIN.EDGE DISTANCE
30 30
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR
SEE ANCHOR NOTES DTn ANCHOR TYP.,SEE (1_ 4ppmvMnmmplylogwith lA`
&TABLE A,SHEET 17R V ANCHOR NOTES&TABLE V Plor4da old g
ALSO SEE TYP. Ooh J
232
( 2.693"MIN. A,SHEET 1 2.693"MIN. No IN 12
ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE mI DMS ProduH ntiM
ILLUSTRATION,SHEET 9) py
®P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH BOX SILL RISERS
kw PARTS 919,#21,#23 OR#25, Kc PARTS#19,#21,#23 OR#26, `�\\`\��:;( I YNN 49�I•i�
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR :'.•'��ceNSF•.�F�'%
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT Q
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY – -,1..53705
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CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
MAX. NOM.PANEL WIDTH
HEADER DETAIL'A', DLO TYP.PER TABLES 1-3 INTERIOR
SHEET 18;INSTALLATION WIDTH l
DETAILS'Av/&'Ad,� EXTERIOR
SHEETS 12&13
90°
PANEL PANEL PANEL PANEL CORNER DETAIL'N2',
TYPE QSF ASE TYPE SHEET 19&CORNER
A' K' ANCHORAGE SHEET 11
NOM. TMAX.UNIT
MAX. PANEL I / MAX. HEIGHT INTERLOCK DETAIL
PANELDLO PER M',SHEET 19
HEIGHT ,, WIDTH TYP. HEIGHT TABLES EXTERIOR INTERIOR
SEE PER
NOTE 2 TABLES 1-3 1-3
a JAMB DETAIL'GT,SHEET
18;INSTADETAILS
X X 'Gvv&Gc'LATION SHEETS 12&13
SILL DETAIL'D',SHEET 18;.T'
8;.T 90°
INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XX/XX
'DW&'De,SHEETS 12&13
SILICONE
BY OTHERS
DLO WIDTH=NOM.PANEL WIDTH-7"
DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
#8 X 1"
#10 X 1=1/2' PH SMS
PH SMS
Approved ag tomplylegteUk 1j,
Florida I Ing
Dill
PANEL CORNER FRAME CORNER Honk -
s eml nde Prode t
DETAIL DETAIL Dr.
NOTES: ` `�V 1YNN*`
1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6.8 FOR MAX. ;`, `,. �cEN•sF '.�P
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. %� �o.50705
3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. _
LY.,
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