HomeMy WebLinkAboutProduct Approval (2) Florida Building Code-Online R E C E I V'_:'D j uL 21 ?015 Page 1 of 3
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:' FL# FL25
1-1127
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 Indus Vies
Address/Phone/Email rive
North Venice,FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature ]ens Rosowski
jrosowski@pgtindustries.com
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 Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 l 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_1 13.14.pc1f
j 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 II 15-1013.14,)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:
251.2 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.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 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: i
Evaluation Reports
Created by Independent Third Party:
251.3 SGD-680(Non-Impact) Aluminum Sliding Glass Door !
Limits of Use Certification Agency Certificate
j! Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0609.11.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date I
Impact Resistant:No 03/18/2019 !
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R.27 I€ 15-0609.11.1)df
product performance information,anchorage det ' ,an anchor Verified By:Miami-Dade BCCO-CER
size,and spacing information. reated by Independent Third Party:
E aluation Reports
eated by Independent Third Party:
251.4 SGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door i
i
Limits of Use Certification Agency Certificate �
Approved for use in FL251 R27 C CAC 15-1013.15.ndf
Approved for use outside HVHZ:Yes =arty:
c�6e x !ration Date j
Impact Resistant:Yes !
Design Pressure:N/A ructions
Other:Please see Miami-Dade County Notice of Acceptance(NO for -1013.15.odf
product performance information,anchorage details,and anchor ty i-Dade BCCO-C
size,and spacing information. arty:
Evaluation Reports
Created by Independent Third Party:
251.5 JSGD-770HP(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0106.08 HP LM.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 II 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: i
251.6 jSGD-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 R27 II 15-0106.09 HP SM.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: i
251.7 JSGD-780(Impact) WinGuard Aluminum Sliding Glass Door j
Limits of Use Certification Agency Certificate !
Approved for use in HVHZ:Yes FL251 R27 C CAC 15-0903.09.1)df j
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/02/2017
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 II 15-0903.09.pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate !
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 j
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 II 15-0609.10 DR.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER j
size,and spacing Information. Created by Independent Third Party: 1
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.edf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
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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 11 15-0612.06 LM.pdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports I
Created by Independent Third Party: I
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.rdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/14/2018
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 II 15-0612.07 Sht rdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
1251.11 SGD-5470(Non-Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate '
Approved for use in HVHZ:Yes FI R27 C CAC 15-121;0.02.p.jlf
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 If 15-1210.02_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:
251.12 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251. R27 C CAC 15-1210.01.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/14/2021
Design Pressure:N/A Installation Instructions j
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL251 R27 Ii 15-1210.0i.rdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
—Evaluation Reports
Created by Independent Third Party:
go
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 mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
;"3 N H ....W>
Credit.Card
Safe
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M IAM FDADE 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.mismidRde.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as d erern, and has een esr lorida Building
Code, including the Hig elocity Hurricane Zone.-
DESCRIPTION: Seri "SGD-770"Aluminum Sliding Glass Door w/90°& 135°corners—L.M.I.
APPROVAL DOCUMEN tied"Series 770 Alum. SGD-LM
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 a Pro ontrol Section.
MISSILE IMPACT ING:Large and Small Missile Impact Resistant
LABELING: Each unit s ermanent label with the ma me 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 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.
NOA No. -
MIAM1•DADE COUNTY Expiration Date: February 17,2020
Approval Date: October 29,2015
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 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 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
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-5'b
Edition(2014),dated 01/30/15,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
(Submitted under previous NDA 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
"SOD-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 --1013.15
Expiration Date: February 17,2020
Approval Date: October 29,2015
E-2
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A:Group anchor substrate Frame Mln.Edge �Embedrnent
Min.
INCLUDING POCKETS & 900/1350 CORNERS Member Distance
Concrete(Min.2.65 kel) edISIO/Jamb 1' -318'
GENERAL NOTES 1 114'Elco Ullrecon Ungrouted CMU,(ASTM G90) Jamb only 2.112' -114'
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. routed CMU AS 9,112,
2)DESIGN PRESSURES: 114'Elco 410 ncrete(min.3.35 ksl) Head/SlUJamb 1' 1314'
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 Ungrouted CMU,(ASTM 090) Jamb only 2-112' 14/4'
CreteFlez
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. P.T.Southern Plne(SG=0.55 Head/SI9/Jamb 1• 1.395•
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 1/4'Elco Ultrecon n re e m n.2. s ea -316'
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Ungmuted CMU(ASTM G90) Jamb only 1" 1.114•
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 012,18-3or410 P. Southern Plne 55) Head/SIIVJamb 9 1-318"•
BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14, S.S.SMS, Aluminum,Bo8346'75' Head/SII3/8W' 0.063•
4 SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 threadsnn) steel,630 HeadISIIVJamb Jamb 3/e• 0.050•
Steel Stud,A853 Or.33' HeedISIIVJamb 318' 0.04511-
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 ksl) FleadISlNJamb 1-112' 1-318'
NARROW JOINT SEALANT. 114•Elco 18.8 S.S. Ungrouted CMU,(ASTM C-90) Jamb only 2' 1-114'
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSVAF&PA NDS FOR Aggre-Gator Grouted CMU(ASTM C-90,min.2 k9l grout) Jamb only 2• 2"
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.Southern Pine(SO 0.55) Head/SI91Jamb 1• 1318
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine(SG=0.55) HeadfSilVJamb 9118' 1-318'
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 #12,Steel SMS G5, Aluminum,8083-75• Head/SIIUJemb U. 0.063'
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.11 Ihreedeen) Steel,A36• Head/S6UJamb 318• 0.050•
FLORIDA BUILDING CODE,AS APPLICABLE. I I Steel Stud,A653 Gr.33' HeadlSllllJemb 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-8025,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 8-8
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,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
GiesePARTS LIST.......................20
aorto Interior) EXTRUSIONS....................21,22
ype
G3 7/16'Laminated:(2)Ules of 3/16'HS Glass wtlh.090•PVB Intedeyer Approved u mmplylag with ft
ads er pfe� R
G4 7176'Laminated:(2)Utes or3118•HS Glass with.090'SG Intedeyer DESIGN PRESSURE RATING IMPACT RATING Dari �)
SEE TABLES 1,2&3 ON RATED FOR LARGE 8 SMALL NOAH
G4A 8/16'Laminated:(2)Utes of 1/4'HS Glass wllh.090'SO Nledayer 111xm1 Delle preduer
G5 1'Laminated I.O.;3118'T Exterior Cap+318•Air Space+7116'Laminated;(2)Liles of 3116'HS Glass with.090•PVB Inteda er SHEETS 6,7&8 MISSILE IMPACT RESISTANCE
GSA 1 1'Laminated LG.:1/4'T Extoller Cap+6118'Air Space+7/18'Laminaled;(2)Utes of 3110'HS Glace vAth.090'PVB Interlayer gy
G8 V Laminated I.G.:3116'T Exterior Ca +316'Air Space+7/18•Laminated;(2)Was of 3115'HS Glass with.090'SG Intedeyer GLAZING NOTES:
GOA 1'Laminated I.G.:114"T Exterior Cap+6116"Air Space+7116•Laminated;2 Lites or3118•HS Glass with.090"SG Inteda er "ANN"=ANNEALED `�� ,pN� .L N
G7 7116'Laminated:(2)Ulea of 3118'ANN Giess with.090'SG Inteda er "HS"=HEAT STRENGTHENED .aft,•�10ENSF• �(°,p
GIA 9/16'Lsminated:(2)Utes of 114'ANN Glass with.090'SG Intedeyer '7=TEMPERED �`•'
= i
GB 1•Leminated I.G.:3H6'TExferior Cep+318'Alr space+7ltO'Lamineled;(2)Lltes of 3118"ANN Glees with.090'SG Intedeyer "PVB"=.090"BUTACITEI' B BY KURARAY AMERICA,INC. Mo.58705 •, _
GSA 1'Laminated I.G.:114'T Exledor Cap+5/16'Alr Space+71161 Laminaled;(2)Lltes of3116•ANN Giese with.090•SG Interlayer "SG"-.090"SENTRYGLA Y KURARAY AMERICA,INC.
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EXAMPLE CONFIGURATIONS 1)ALLCONFIG CONFIGURATIONS NOTES:
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH M FTW LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
NOM.PANEL WIDTH Ac NOM.PANEL TH " As CAN BE OXXX
PER TABLES 1-3 �\ 1 PER LES 1-3 p
I I 2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
1 12
OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX.UNIT 14 14 w j R U° MAX.UNIT KgT 9 74 i i ti 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
HEIGHT 1 I HEIGHT 14 I a
PER TABLES 1-3 / i PER TABLES 1-3 / / W "X"=OPERABLE PANEL,
"O"=INOPERABLE PANEL,
POCKET j w POCKET j P" DETAIL LETTER
POCKET
"w'=WOOD OR METAL INSTALLATION
1-PANEL r , ,3 2-PANEL ® "c"=CONCRETE INSTALLATION
CONFIGURATIONS CONFIGURATIONS , , L—SHEETNUMBER
• MAX.UNIT WID MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7"
NOM.PANEL WIDTHe Ac NOM.PANEL w c c c C DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
PER TABLES 1-3 2 PER TABLES 1-3 2 3 2 13 1 13 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
I
I
1 19 w Jc
w Qv Jw Jc 1 tKip 1
1 9s t 1c I &l MAX.UNIT t9 t9 19 14 t io40
MAX.U 1 3 l a Zi HEIGHT t9 79 9 i�e�
HEI G T
Q� 1
/ / / � PER
PER TA ES 1-3 I F
I$�y TABLES
POCK I POCKET
j li1 11 1111
3-PANEL CONFIGURATIONS c 4-PANEL CONFIGURATIONS
2
MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH NOM.PANEL WIDTH
PER TABLES 1-3 2 t t PER TABLES 1-3
_J•��.___ 1 13
Q�QifhJw Jc I 1 Approvad as waiplylagwith lb
t 19 9 19 1 14 1 I c Fioddn Id C
c I 2 zW Unle
c 1 VQ v74 I &ci MAX.UNIT 9 z SEE NOAH ,
MAX.UNIT 1 I i / j i°� HEIGHT u NOTE 6UamlD aProduct ht
HEIGHT 1 3 1s 9 is 9 I -1 cc PER t9 z,rNls
PER TABLES 1-3 / i i TABLES 1-3 / / s SHEET. nr„
J j 1 -
0 N� LYNN
A4/ 7�i
POCKET
EXTERIOR 2
I �
5-PANEL CONFIGURATIONS P CORNER,TYP. "°''370'
12 3 1 (OUTSIDE CORNER SHOWN, 1 .
INSIDE CORNER SIMILAR) �A'• d „Zc
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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","Jo","Kw'OR"Kc"INSTALLATION.
NOM.PANEL WIDTH 1w 19 1z c3 EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
PER TABLES 1-3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
—1`J---- CAN BE OXXXp.
JwJc
t t3 s is 9 1a 1 i 2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
MAX.UNIT 1 3 9 s / 14 i o OF ANY 2 STRAIGHT CONFIGURATIONS.
HEIGHT, 1 t I y
1 19 j w 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
96"OR 120" /
J� -1,
t a "X"=OPERABLE PANEL,
POCKET j � "O"=INOPERABLE PANEL,
_p,Ir--- "p"=POCKET
6—PANEL CONFIGURATIONS
3 1 DETAIL LETTER
MAX.UNIT WIDTH w'=WOOD OR METAL INSTALLATION
"c"=CONCRETE INSTALLATION
NOM.PANEL WIDTH w Ac w o c SHEET NUMBER
PER TABLES 1-3 1 t3 t t3 1
Jw J I DLO WIDTH=NOM.PANEL WIDTH-7"
13 s 9 w Kw 19 to I DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
MAX.UNIT t 13 to 19 9 1 1 1a 1lfhc i o a G PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
0
HEIGHT 1 13 t 9I °d o
PER TABLES 1-3 / w
/ POCKET I 'n
7—PANEL CONFIGURATIONS
3 1 '
MAX.UNIT WIDTH
NOM.PANEL WIDTH w c c
PER TABLES 1-3 3
J Jc I �ppmtd a mmplyl.gwith 9r
1 1 9 19 19 I Ff.rla.d
ri 9N D.kqV�13 9 19 19 19 1 j oNBAMAX.UNIT Ic 1 19 19 9 1 / I ¢HEIGHT 1 1 PER TABLES 13 g E Or,
I
POCKET i y :\\r .•'��OFDI q��9/���p i
8-PANEL CONFIGURATIONS " No.5D7o5
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GLAZING DETAILS (133, G3A, G4, G4A, G5 & G5A)
7116"NOM. 7/16"NOM. 1"NOM.
3116"HS SS3116"HS GLASS--\ 3116"HS GLASS
.090"PVB
.090"PVB .090"SG 3116"HS GLASS-
FHS
LASS6"HS GLASS 4 3116"HS GLASS 74 318"AIR SPACE 74
3/16"T GLASS
02 82
83
EXTERIOR 3/4"NOM. EXTERIOR 3/4"NOM.
GLASS GLASS 3/4"NOM.
(� 5s GLASS
BITE r BITE
BITE
EXTERIOR
eo 59 rp I a
79
54 54
55
7/16"LAMINATED GLASS TYP G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5
9116"NOM. 9/16"NOM. 1"NOM.
3116"HS GLASS
1/4"HS GLASS 1/4'HS GLASS 090"PVB
*GLZS
.090" IG 3116"HS GLASS
1 114"HS GLASS 74 5116"AIR SPACE 74
1/4"T GLASS
82
83
3!4"NOM.
EXTEREXTERIOR GLASS 55 3/4"NOM.
a a BITE GLASS
BITE
EXTERIOR
81 54 ♦ppmed u mmPlyloai K111.
55 FloMs old gCo�
Uele
NOAH
ml a mdact
9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G. GLASS,TYPE G5A
UY
IYNN
GLAZING NOTES: 2n••' �F
"ANN"=ANNEALED
"HS"=HEAT STRENGTHENED N0,53705
"T"=TEMPERED
"PVB'=.090"BUTACITE PxEfbY KURARAY AMERICA,INC. -
"SG"_.090"SENTRY
GLATSY KURARAY AMERICA,INC. Zo"ls
1070 TECANOLOGYDRIVE GLAZING DETAILS �,''•..�[orlto.':;':��jN
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GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A)
1-NOM. 7/16"NOM. 1"NOM.
3/16"HS GLASS 3/16"ANN GLASS--\ 3/16'ANN GLASS
.090"SG .090"§G—
.090"
G '
3/16"HS GLASS .090"SG 3/16"ANN GLASS
3/8"AIR SPACE 74 3/16"ANN GLASS 74 3/8"AIR SPACE 74
3/16"T GLASS 3/16"T GLASS
— 82
83
83
EXTERIOR 314'NOM. 3/4"NOM.
3/4"NOM. GLASS 56 GLASS
56 GLASS BITE
BITE EXTERIOR BITE
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.
3/16"HS GLASS 3/16"ANN GLASS
.090"SG 1/4'ANN GLASS .090"SG
3/16"HS GLASS .090"SG 3/16"ANN GLASS
5/16"AIR SPACE 74 1/4"ANN GLASS 74 5/16"AIR SPACE
1/4"T GLASS 1/4"T GLASS
— 62
83 83
116
3/4°NOM.
3/4"NOM. EXTERIOR GLASS
56 GLASS a BITE 58AV(GA
BITE
EXTERIOR
EXTERIOR
81
79 79
54 +PP,ored a wmpl)'lug x1N OYF
55 Florlde
Drale
noA#
M4ml D a Pmduet
1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8ALYN
Dy
� r
GLAZING NOTES: ' "O ••N
`, 41Z
"ANN"=ANNEALED ��.•'��GENyE'•,
'HS"=HEAT STRENGTHENED
"T"=TEMPERED ": No.58705 '
"PVB"=.090"BUTACITE PVEfbY KURARAY AMERICA,INC.
"SG"=.090"SENTRYGLAAY KURARAY AMERICA,INC. _ '•,� ��"�U IS
was 01: ara• mw,w. o."t*M '�(> 17,COI:
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TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required,(for all approved Maximum DP for all sizes:+601-60 SIII Height to Max.(+)DP
configurations on Sheets 2&3) (Water Infitration Rating)
For comer astragal anchorage on 90°or 135°comer units,see sheet 11 (May be limited by Table 1A) Sill Riser Height
Door Unit Height (Flet or Box,see (+)Design
Pressure,psi
Table applies to Glass 60° 84° 90" 96° Sheet 17)
Types 3,3P.,5,5A,7,7A,8 69 7/8"DLO 7!8°DLO 79-7/8'DLO - Flush•1-117' see nose 3
8 8A and the Stile/Astragal Anchor Group Anchor Group Anchor Group Anchor Group Low-2-117'
types shown below. 1 1 2 1 3 4 1 2 3 1 4 1 2 1 3 4 1 2 3 1 4 c 19-edium-3.1/4" +60.0
17- Hea SI C4+1 +1 C4+ +1 CA+1 +1 C4+1 +1 C4+1 + C4+1 + C4+1 +1 C4+1 C4+
24" DLO Jamb a 8 8 8 8 8 8 8 8 8 8 8 8 8 8 B SEE NOTES 1-3
P-hcok 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 7+B 7+8 7+8
Head/Slll C4+1 C4+1 C4+1 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
fi 30° DLO Jamb 8 8 8 8 8 8 8 8 8 B 6 8 8 6 8 8
P-hook 6+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
Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C1+1 C4+1 C4+1 C4+1
a 36"
29" Jamb 8 8 8 8 B B B 8 B B B 8 8 8 8 8
P-hook 6+7 6+7 6+7 6+7 7+8 1 7+8 7+8 1 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 OH LENGTH
Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+11 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
Z42- DLO Jamb 8 8 8 8 8 8 8 8 8 B 1 8 B 8 8 8 8
P-hook 6+7 6+7 6+7 6+7 7+11 7+8 7+8 7+8 7+8 7+8 7+8 M7+ �
+ w 0
2 O OH RATIO 2:1
Head/Sill 04+2 G3+2 G4+2 G4+2 G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2C4+2 C4+2 C4+2 C4+2 O
48° 410 Jamb 8 8 8 8 8 8 8 6 8 8 88 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+87+8 7+8 j
II
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. —L—
OHRATIO=OH LENGTH
NOTES: OH HEIGHT
1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-114"SILL.
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DP IS
60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH=
TABLE 1A. NOM.PANEL WIDTH-7°
3)4",3-1/4"AND 2-1/2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT=
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125"
ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT=
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866"
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
Interlock P-hook Lockstlle @Jamb Straight Astragal Lockstlle @ 90°Astragal Lockstl e @ 135°Astragal Lockstlle @
Assembly Straight Astragal Assembly 90*Astragal Assembly 135*Astragal Appm,eduwmPtplu{wU&
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Flortda Id'9C
Dale
Standard Astragal Corner l Inside nOA9
Outside Cam Outside Corner 5t1 ud oa a Product
w--� Corner
InsI
Corner Outside ;;�\G1a1 IYId C�44,C, i
inside Cor Corner ���,.•''stcP.ids
Part U61(StileJ Part 061(Stile) '•'%t'
Part#60(x2) Part 960 Part 060 Part 1160(Stile) Part#60 Part#318(Corner Part 0319(Out.) Parts#31&032 Part#61 'c N° 5670' _
Part#67(Astragal) Receiver) Part 0120(In.) (Corn.&Fxd Mount)1 — " —
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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 uNts,see sheel 11 (May be limited by Table 2A)
Door Unll Height
Table applies to Glass Types 80• 1. B0• 96• 102' 108' 114' 120'
4,4A,6,6A,7,7A, 8&BA 89-y/8'DLO 73-718'DLO 79-7/8'DLO 85-7111'DLO 91-718'DLO 97-718'DLO 103-718'DLO 109-7/8'DLO
and the Stile/Asira9el types Anchor Group Anchor Group Anchor Group Anchor Group •Anchor Group Anchor Group Anchor Group Ane r roup
shown below. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4
Flead/SIII C4+1 +1 C4+1 C4M N C4+7 +1 C4N C4+1 C4+1 +1 C4+1 C4+ +1 17+8,
1 +1 +1 04+1 C4+ C4+1 C4+1 C4+ CA+1 CAr1 C4+1 C4+1 C4+1 C4+1 + 04+1 C4+1 C4+
AI
24' D17'LO Jamb 0 8 8 0 B B 6 B B 8 8 8 8 6B to 10 10 10 10 10 10 10 10 10 10 10 10 t0 10 10
P-hook B+7 6+7 6+7 8+7 7+8 7+8 7+B 7+8 7+B 7+B 7+8 7+B 7+B 7+B 7+8 6+8 8+9 B+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9*10 9+10 9+10 9+10 9+10 8+10
HeadIS111 G1+1 C4*1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4N1 C4+1 G4+1 C4+1 G4+1 04+1 C4+1 C4+1 CAN 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4M
30' D23"LO Jamb 8 B B 8 B B 8 B 8 8 8 8 8 88 10 10 70 10 10 10 10 10 10 10 10 10 16 10 10 10
P-hook 6+7 6+7 6+7 8+7 7+8 7+8 7+8 7+6 7+8 7+B 7+8 7+8 7+8 7+8 7+8 B+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 8+10 9+10 9+10 8+10 9+to 9+10
Head/Slil 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CAN C4+1 C4+1 C4+1 C4+1 G4+1 04+11 C4+1 C4+1 C4+1 C4N C4+1 CAM C4+1 04+1 C4+1 C4+1 G4+1 04+1 C4+1 CA+1 G4+1 C40 CAN
36' O29'LO Jamb 8 8 B 6 B 6 8 8 8 B 8 B 6 88 10 16 10 10 10 16 10 10 10 10 70 10 10 10 10 10
P•hook 6+7 8+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8, 7+6 7+8 7+8 8+9 6+B 6+9 8+9 8+9 8+9 B+9 8+9 9+10 9+10 9+10 9+10 8+10 9+10 9+10 9+10
�{
Head/Sill C4+1 C4+1 C4+1 G4+1 C4+1 CAM C4+1 04+1 04+1 C4+1 C4+1 C4+1 CAN C4+11 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C41+1 C4+1 CAN C4+1 C4+1 C5+1 C5+1 C4+1 CAN C5+1 C5+1
a 4T DL0 Jamb B 8 B 8 0 B 8 8 B 8 8 B B 8 B 10 10 10 10 10 10 10 10 16 10 10 to 10 16 10 10
Patook 6+7 6+7 6+7 6+7 7+5 7+6 7+6 7+8 7+8 7+6 7+8 7+B 7+8 7+8 7+8 8+9 B+9 8+9 8+9 B+9 8+B 6*9 8+9 9+10 8+10 9+10 8+10 8+10 9+16 9+10 8+10
HeadB10 G4+2 C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 C4+2 G1+2 G+2 C4+2 C4*22 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 Gi+2 C5+2 C5+2 C4+2 C5+2 G5+2 CS+2 CS+2 C5+2 CS+2 C5+248' DLO Jamb a 8 a 8 6 8 8 8 8 B 8 6 B 8 B 10 10 t0 10 1010 10 to to f0 10 16 10 10 10 10P-hook 6+7 6+7 6+7 6+7 7+B 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+88 7+8 B+9 B+9 R+9 8+9 8+9 B+9 B+9 8+9 900 9+10 9+10 8+10 9+10 9+10 9+10 8+10Head/Sill G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 CA+2 Gi+2 C4+2 C4+2 C4+2 C4+2 C4+22 C4+254' DLO Jamb 808 8 B B B 8 8 6 B 8 B 6Pfiook 6+7 6+7 8*7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+B8 7+BNot available in these sizes
lll C4+2 04+2 CA+2 C4+2 04+2 C4+2 _,2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 CS+2
888B 88 8 8 BBBBP-hook 6+7 6+1 0+7 8+7 7+8 7+8 7+8 7+8 7+6 7+B 7+B 7+6 7+B 7+8 7+B
NOTES: 0= EXAMPLE ON SHEET 9 DLO WIDTH=
1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1W'SILL. NOM.PANEL WIDTH-7"
2)WHEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL, TABLE 2A:
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 OH LENGTH - DLO HEIGHT=
(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) DOOR UNIT HEIGHT-10.125"
3)4',3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' 5111 Riser Height �E
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design G
a PANEL HEIGHT
(Flat or Box,see 1u =
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,psf = o OH RATIO21
AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Sheet 17) = o DOOR UNIT HEIGHT-1.866"
NOT RATED FOR WATER INFILTRATION. Flush-1-1see note 3 p
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-1122'" +48.67
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3.1/4' +60.0 _t-
60
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE N1-3 I + O OH RATIO=OH LENGTH
SEE NOTES INSTALLED. OH HEIGHT
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS.
Interlock P-hook Lockstile @lamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ approved u mmplylsa wlLL tt*
Assembly Straight Astragal Assembly 90'Astragal Assembly 135°Astragal F1.011a Id g
Heavy-duty Stiles Heavy-duty Stile Heavy-dutyStlle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Dare
Inside NOAH
Standard Astragal OutsidesideC Outside st'ml deProdncl
enol
Corner
Corner Uv.
43�2r =71V
Insidett 4YNN // i
lnsideCOr Corner Outside `�.aC'\+'�EIJs•A9/y7��,
Corner
Part 461(Stile)
x2 Part H61(Stile) part#119(Out.) Part#61(Stile) `t '••5
Part 461 Part#61 Part#61 Part#61 Part#118(Corner Parts 1131  Part#61 %{ N°.56705
( ) Part#67(Astragal) Part#120(In.)
Receiver) (Corn.&Fxd Mount)
SC }WR2015 A OCNANOESTHIS SHEET `p ••. ` T,IEO' �V`'
R 1070 TECHNOLOOYDRIVE DPANDANCHORAGE ���.• Ft'
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JR IOIID114
TABLE 3: TABLE 3A:
Design Pressure(DP)and Anchor Quantltles Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)DP
For comer astragal anchorage on 90'or 135°comer utile,see sheet 11 (May be limited by Table 3A) (Water Infiltration Rating)
Door UniI Height Sill Riser Height
Table applies to Glass Types 4,4A. 80" 84" 90° 96" 102" 108" (Flat or BDx,see re Design
6,6A,7,7A, B&BA and the Stile I 69-718"DLO 8"DLO 79-7/8'DLO 85-718,DLO ! DLO 97-7/8' Sheol 17) Pressure,psf
Aetragal types shown below. Anchor Group Anchor Group Anchor Group Anchor GroupL�Annchor roup Anchor Group Flush-l-1/2' see note 3
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 3 4 1 1 1 2 1 3 1 4 Low-2-1/2" 'q .
Design Pressure +/-90.0 + ps +- palMedium-3-1/4" +60.
24° 17° HeadlSlll C4+1 C4+1 C4+1 C4+t C4+1 C4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
DLO Jamb 8 8 8 8 B 8 B 8 8 B 8 B 8 8 8 8 10 10 10 10 10 10 10 10
P-hoot 6+7 6+7 6+7 6+7 7+8 7+5 7+8 7+8 7+8 7+8 71 7+B 7+8 7+8 7+8 7+8 B+9 B+9 8+9 149 8+9 8+9 8+9 8+9 SEE NOTES 1-3
DeslgnPressure +/-90.Opsf +1-82.5 si +/-75.0 psf
30° 23" Head/sIll C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+1
L DLO Jamb 8 8 8 B 8 8 8 8 B 8 B 8 8 B 8 8 10 10 10 10 10 10 10 10
'OI P-hook 6+7 6+7 1 6+7 1 6+7 1 7+8 1 7+8 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 1 7+8 7+8 7+8 8+9 1 8+9 1 8+9 1 8t9 8+9 1 8+9 8+9 1 8+9
Design Pressure +/--90.0 psf +/82.6 psf +/-75.0 psi
a0 29' Head/Slll �04+11 C4+1 C4+2 C4+21C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 C5+2 C6+2 C4+1 21+1106+2 C5+2 !A 1 C4+1 C8+1 C6+1 C4+1 C4+1 C6+1 C5+1
36° DLO Jamb B 8 B 8 8 B 8 B 8 B 8 8 8 10 8 10 10101010 10 10 10
P-hoot 7 6+7 6+7 6+7 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 B+9 8+9 B+9 8+9 8+9 B+9 8+9 8+9 8+9 1 8+9 I
E Design Pressure +/.90,0 psf +182.5 par +/-76.0 pef OH LENGTH I+-
42' 35" Head/S91 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2:C5+2 C5+2DLO Jamb 8 8 8 8 B B 8 B B e 10 8 8 8 10 8 10 10 to 10 10 10 0 10 OP-hook 6+7 7+8 7+B 7+8 7+8 7+B 7+8 7+8 7+8 8+9 8+B 8+9 8+9 8+9 8+9 8+s 8+9 8+9 8+9 8+9 8+9 8+9 +9 8+9 W
Design Pressure +/-90.0psr See Note A below. +182.6 pat +/-76.0 psf O Q OH RATIO'a 1
48° 41" HeadlSlg C4+2 C4+2 C5+2 05+2 C4+2 G5+2105+21 C6+2 C6+2 C5+21C5+2 C5+2 C6+2 C5+2 CB+2 Cfi+2 CS+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C8+2
DLO Jamb 8 B B B 8 8 10 B B B 10 B 8 8 10 B 10 10 10 to 10 10 10 10
P-hook 6+7 7+6 7+8 7+B 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10
FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,4A,6,6A,7A, 8&8A; +/.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=DLO WIDTH OH HEIGHT
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"SILL,POSITIVE WATER =
NOM.PANEL WIDTH-7"
DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES
UNCHANGED).SEE TABLE 3A. DLO HEIGHT=
3)4',3-114"AND 2-1/2"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.
Straight Astragal Lockstlle @ 90'Astragal Lockstile @ 135`Astragal Lockstile @
Interlock P-hook Lockstile @Jamb Assembly Straight Astragal Assembly 90°Astragal Assembly 135'Astragal FloriloNdn rdild a. g ylog.rlu lh.
dd R
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile ort" b
Heavy-duty Astragal Outside Corner
Inside ND's
Outside Comer Ml ml a de Produc
Corner eT_
.. Il.. /
Inside �D��� LYAIiJ
InsldeCor Corner Outside �� �\N
,• ttc[:NSF'••.cey�
Corner �t>,•'
Part 961(Stile) Part#61(Stile) FP.,
119(out.) Part U61(Stile) rt r No.L8705 •��
Part 661(x2) Part N61 Part N61 Part U61 Part 4118(Corner Parts 1131&432 Part 1161
Par[q68(Astragal) 120(In.) - -•
Receiver) (Corn.&Fxd Mount) — -
-O
S-b'1t=Of-
SC
FSC 1OW015 A NOCHANGESTHIS SHEET 1070 TECHNOLOOYORDPANDANCHORAGE =cj<;••.F:toR1oH.••'
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SERIES 770 ALUM.SGD-LM IMPACT ,ON)N- ,.
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A.LYNN MILLER,P.E.
ae 11 0Y0 °iY' CERT.OFAUTH.p19298 ® SOD-770 NTS B r 22 PGTO130 A P.E.458705
JR 10/10/14
NO FRAME "7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER
SEE JAMB (7)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTH DETAILS,SHEET 10
SPLICE :• REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL
NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"C6' SHEET 10 FOR INTERLOCK 24"MAX.O.C.
POCKETS CLUSTER�S�EE
THIS AND PANEL WIDTH DETAILS,SxSHEETSEE POCKET (8)P-HOOK r-----__ _ x x x x xx6,JAMB MOUNTING _x XI x� x x x x x
INSTALLATION. ADAPTER 5'MAx' x x X x xx x x x x x x
THIS SHEET ANCHORS MIDWAY 1 ° Y MAX.
&SHEET 14 BETWEEN P-HOOK i ®' I I 4 PAIRS OF
ANCHORS&AT 3" i I I°I x=FRAME x X ANCHORS
FROM TOP& i L1 i ANCHORS 96" (TOTAL 8
BOTTOM o 14• ® i I 1 C3 UNIT 21 MAX. ANCHORS)
MAX.O.C.' 0.1 HEIGHT D.C. PER JAMB
4.051' =-18"MAX.TO OPENING i ti& 0 14•MAX.O.C. 0 o=P-HOOK
EDGE OF POCKET SEE w a +__j
� O ANCHORS x x� (SEE JAMB
INSTALLATION i�¢ 1-1 I ;a DETAIL
DETAILS'JC&'KC', i m °I rn o=P-HOOK BELOW)
41 END PANEL SHEET 14&PART i i ;U MOUNTING
ANCHORAGE DETAILS'J'&'K', i o j j j ° 3•MAX. ADAPTER x x
24"MAX. (2 ANCHORS) SHEET 19 FOR j a t--k®1 II ANCHORS %
8'MAX. l ' x
O.C. P-HOOK L--------- x x x, END PANEL
+2" END PANEL x' x x, x x x xx x x x xx xx x x' x x x 6 MAX. ANCHORAGE(SEE
ANCHORAGE ANCHORS
ANCHORAGE X' x xx x X' .+2" �,+2• SKETCH BELOW)
(SEE SKETCH BELOW) '+2'�'+2' —'\--•+2' ANCHORAGE
ANCHORAGE
CENTERLINE 8"MAX.,TMP. ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04"
24'MAX. [EXAMPLE:5-PANEL 2 TRACK 90"OUTSIDE CORNER-pXX/XXO-EXT.MOUNT POCKET ANCHORAGE PLAN: Nr
O.C. 160"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL
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" CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 41" —E� OCCURS AT THE P-HOOK.
NOM. • I 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 INTERLOCK4-0—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
REQUIRED AS PER THE FIGURE AT RIGHT: =- 6"MAX.
CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR
OFOF 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. 4pprorcd u t•mplyiva wtt5 tmc
"+2"ANCHORAGE ANCHOR PAIR pier{dy
If R
REQUIRES SEE"C5"CLUSTER END PANEL paw - j
CENTERLINE
CENTERLINE
'C6'CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE neAM
• pETAILS,SHEET 11 FOR ASTRAGAL
4.051" ( A-1 8+ M ml Dade Product Control
INTERLOCK ASTRAGAL
•
3.5,. I MAX. D1'.
• • . • • _ SONY LYNN 4h
No.56705
EXTERIOR CENTERLOF PANEL 3E "+2^ANCHORAGE OF PANEL 4CENTERLINE "+2"ANCHORAGE OF PANEL 5E _
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS (o • S j r
p/g2p15 A OCHANGESTHIS SHEET ° ` (��•.
ITT
•;Y,•7\�
so a.x.ma 1070 TECHNOLOGYORA'E ANCHORAGE SPACING&EXAMPLE PLANS •� ,`.�•..F'c ORK�t`.-'-
N.VENICE,FL 34275 nar �� �. 1`• ;`\
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a—By.. pb. vvxea pb: A.LYNI4'M'OW,P.E.
JR 10110114 CERT.OFAUTH.#28206 ® SOD-770 NTS 9 -22 PGTO130 A P.E.#58705
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAD.
INTERLOCK—IF NEEDED INTERLOCK-1 CONDITION,USE INTERLOCK►�IF NEEDED 2.04" 2.04"
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE 1
f 3.5" 1.75" EXT 6"DIAG.
7^ �` 7 3.5" � 21^
1.75°
4"DIAG. "DIAG. MAX.
O.C. EXT
2.04" 2.04" 2.04" 21"
5.64" MAX.
,=3 7" EXTERIOR 4"DIAG. 7• EXTERIOR 7 3.5" O.C.
V 7„ 6"MAX.
V 2-TRACK FRAME HEADISILL v 2-TRACK FRAME HEADISILL v 2-TRACK FRAME HEAD/SILL 5.64'
(id ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK ()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
T— 4-TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR�SPLICE LOCATION 6"DIAG. FRAME JAMB
INTERLOCK�IF NEEDED INTERLOCK CONDITION,USE INTERLOCK IF NEEDED EXT ANCHOR PAIR
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE 3.6"
2'04"
3.5" 3.5" 7"
ANCHORS MAY BE INSTALLED
o I 21" EITHER IN THE EXT.OR INT.
2.04" 4"DIAG. MAX. TRACK(INT.SHOWN)
4.08" 4.08" O.C.
I I 2.04" ffil.11-1.
V5.641- NOTES:
1.ALL DIMENSIONS SHOWN
EXTERIOR 7.. EXTERIOR 7, 4"DIAL, EXTERIOR 3,5• ARE BASED ON MIN.
n �l 3.5" 6"MAX. ALLOWED.
3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEADISILL 1/ 3-TRACK FRAME HEAD/SILL
(a)ASTRAGAL OR INTERLOCK @ an
ASTRAGAL OR INTERLOCK .ASTRAGAL OR INTERLOCK 2.FOR HEAD 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.
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR (FOR SPLICE FOR SPLICED
CONDITION,DO NOT CONDITIONS ONLY:
INTERLOCK-1IF NEEDED INTERLOCK CONDITION,USE INTERLOCK USE THIS DETAIL) SPLICE LOCATION
CENTERLINE I CENTERLINE I CENTERLINE
— 1 75" C6"CLUSTER DETAIL) IF NEEDED
3.5" 3.5" �— 7„ 3.5"
3.5"
Ll H
2.04" a pprovedummplyingv, lir
2.04^ 4"DIAG. 2.04" 4"DIAG. Plorldr of.g
oRa<
2.04" 5.37"DIAG. 4"DIAG. NOAx
4.08' - 41u1- t roductCap
2.04" Ry
4"DIAL. 11 111
3.5"
EXTERIOR
EXTERIOR EXTERIOR 7" —� 3.5" �—
4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEAD/SILL 10, 4-TRACK FRAME HEAD/SILL h '
5 ASTRAGAL OR INTERLOCK (a ASTRAGAL OR INTERLOCK (c0 ASTRAGAL OR INTERLOCK Nu.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
R sy Lb IB: RMItlL: �ll.' Ll,�J is
SC 10/82016 A O CHANGES THIS SHEET S(nTE F
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1070 TE( ANCHORAGE,EXAMPLE CLUSTERS ;•'.,F<orro�.•'
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JR f0/10/14
2.04" —r 2.04' OWEM
" *LINTERICR
° NOTES:
INTERIOR INTERIOR 1.ALL DIMENSIONS SHOWN
?4-DIAG. ?4-DIAL, ARE BASED ON MINIMUM
6 12" 6.12" ALLOWED.
INTERIOR 7 2.DETAILS DEPICT ANCHOR
INTERIORQUANTITY AND SPACING,
90° 3. " 90° 3. RIORAND WOULD BE IDENTICAL
EXTERIOR EXTERIORAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
4" XTERIOR3.5" 4„ 3.5" "+1"ANCHOR
2.04" EXTERIOR 2.04" 7" 2.04° EXTERIOR' 4" 2.04"
EXTERIOR
90°CORNER 90°CORNER 135°CORNER 135°CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL CENTERLINE
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I OF PANEL
ANCHORS ARE REQUIRED,"� ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"Cfi°)
4.08'
"+2'ANCHOR
INTERIOR INTERIOR
EXTERIOR 4.08"
'!+!"ANCHOR 2.04"
4" 7.41" 4"DIAG.
INTERIOR 3.5 INTERIOR
135° 3.5" I
90° 7" CENTERLINE
,3 I EXTERIOR
3.5" OF PANEL
4.08" ° 4.08" "+3"ANCHOR
5.37"D AG. 5.37"D AG. 7"
CENTERLINE 2,04"
3.5" 4" 3.5" Q OF PANEL 4"DIAG.
EXTERIOR EXTERIOR 7" 4" INTERIOR ON "+2"ANCHOR °3.5°
90°CORNER 135°CORNER ExTea�OR VIEWS
yR ALL 7„
3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL CENTERLINE
(°C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED L OF PANEL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
INTERIOR 6.12' *jjXTER,.R4
2.04"
2.04" 3.5"
EXTERIOR CENTERLINE
4 INTERIOOF PANEL
INTERIOR gp° 4 3 6" "+3"ANCHOR
G.
7" 2.04"
♦pprovedummplylna vrlll(D► '
Fkrldn Id6.12" 4"DIAG. 6.12" 4.08"R NUA#�ml dt rodsrl
Ry2.04" 3.5" 4" 4"DIAG. 3.53.5' I�EXTERIOR CENTERLINELYNN
`\�.�O1�Y
90°CORNER 136°CORNER OF PANEL 1\
2.04"
.••'•�CEI•ISF'•�F� ��
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL r: is
("C8'ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT i•!o.5 /U5 _
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR)
= ULY.
°T2--I S
R Br �1NS201b O CHANGES THIS SHEET �(7 I TATL'OF .•`(�
p f070TECHNOLOOYDRIVE ANCHORAGE,EXAMPLECLUSTERS %.n^•., ,.,,U121�H .•
N.VENICE FL `,i 34276 rnr. �'",�
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&—By. �� arodw D.- A.L1�IJN MILLER,P.E.
JR 10/10/14 CERT.OFAUTH.Y29M ® SOo-no ALTS 11 w 22 PGT0130 A P.E.1156705
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 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
r 2-1/16"' 2-1116"' 2-1/16"• NOTES:
EXTERIOR 1/4" 1/4" — 1/4" 1.ALL DIMENSIONS
(t i MAX MAX. MAX. SHOWN ARE BASED
`r T SHIM EXTERIOR
r SHIM EXTERIOR SHIM ON MIN,ALLOWED.
2.METAL OR WOOD
EMBEDMENT: T r T SUBSTRATES MAY BE
SEE TABLE A, J USED FOR ALL FRAME
SHEET 1 TYPES PER TABLE A,
2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1.
TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE 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
IS
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 ANCHO*DISTANCE:
ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABLE ,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1
SEE ANCHORANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 5,SHEETNOTE 5, NOTE 5, THE METAL SUBSTRATE
1(1/4"MAX.) SHEET 1� ( SHEET 1�
(1 MAY:._:::. ,.,:..:,. 1 ( ) w: .-::,.:__.•. _ ;<>-.. .:
1/4"MAX. .,
C
EXTERIOR TEXTERIOR EXTERIORT EMBEDMENT:SEE
TABLE A,SHEET 1
2-1/162-1/16"• 2-1/16°' EDGE DISTANCE:
EDGE 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
45E])2-TRACK CK
E SILL
WOOD INSTALLATION LATION Ew WOOD INSME SILL 4a 3-TRACK TALLATION Fw MEME SILL TA INSTALLATION
EMBEDMENT:SEE 1
TABLE A.SHEET 1 1
EDGE DISTANCE:
EMBEDMENT:SEE SEE TABLE A,
TABLE A,SHEET 1 �I SHEET 1
EDGE DISTANCE:
EMBEDMENT:SEE SEE TABLE A, METAL TYP.,
TABLE A,SHEET 1 �7 SHEET 1 SEE ANCHOR
NOTE 4,SHEET 1
2X WOOD EDGE DISTANCE:SEE TABLE A, 2X WOOD
TYP.,SEE ANCHOR TYP.,SEE ANCHOR ppmd..rnmptymgwhie roc
SHEETI 2-1/16"' Flom le to gr
NOTE 3,SHEET 1 NOTE 3,SHEET 1
SMS ANCHOR TYP., 021
SEE ANCHOR NOTES NOAH
2-1/16"' 2-1/16°' &TABLE A,SHEET 1 6 .ml .dc Prm.ou"ca lml
WOOD ANCHOR TYP., WOOD ANCHOR TYP., MIN.OF 3 n,
SEE ANCHOR NOTES THREADS
&TABLE A,SHEET 1 SEE ANCHOR NOTES BEYOND THE
&TABLE A,SHEET 1 \V LYNN;
EXTERIOR EXTERIOR METAL `��0�,,.;•:•.;,, /(���%
EXTERIOR f1 SUBSTRATE �.1�'Et��F •.'� i
1/4"MAX.SHIM —I[— n_
V 1/4"MAX.SHIM —►I F� tr=
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Rme1 c rs.mivc �t�' %•�U STA,L OI:
sc 10/82015 A NO CHANGES THISSHEEr1p70TECHNOLODYDRIVE ANCHORAGE
DETAILS F
. •.
(941}49o-16g1SERIES 770 ALUM.SGD-LM IMPACT
VENICE,FL�z76 � 1'�/C)PU\l-��,�•
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INSTALLATION DETAILS EDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES:
EDGE DI EDGE DISTANCE: 1.ALL DIMENSIONS
CONCRETE :SEE E ABLE A,SHEET 1 SEE TABLE A,SHEET 1
PER TABLE TABLE A,SHEET CONCRETE � NCRETE SHOWN ARE BASED
A,SHEET 1 2 1116"• ER TAB P_1/1B•• PE TABLE-: 2.1!16"• ON MIN.ALLOWED.
A. HE 1 A,S EET 1 _ _ 1/4" •DIAGONAL O.C.IS
EXTERI _ t
`` r M'�• MIN 4"(HEAD&SILLSHIMOR )
li y 1 I 1DETAILS,SHEETS
EMBEDM NT: J MAX XT RIOR L M 411 XTERIOR 0&11.
SEE TAB EA.
G]
S ETI SHIM SHI
PRO ERLY SECURED 1X CONCRETE ANCHOR TY PROPERLY SECURED 1X CONCRETE A HOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WO D BUCK TYP.,SEE SEE ANCHOR NOTES WOOD BUCK TYP.,SEE SEE ANC NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES&
ANC OR NOTE 3,SHEET 1 TABLE A,SHEET 1 A HOR NOTE 3,SHEET 1 TABL SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1
ja 2-TRACK FRAME HEAD 3-TRACK FRA AD ga 4-TRACK FRAME HEAD
\,AcJ CONCRETE INSTALLA N Be INSTALLATION Cc CONCRETE INSTALLATION
CONCRETE PROPERLY SECURED 1X CONCR ANCHOR TYP., PRO LY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOTES& WOOD BUCK TYP.,SEEANCHOR NOT OD B K TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE A,SHEET B TE 3,SHEET 1 TABLE A EET 1 ANCH 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
SEE ANCHOR EE ANC R E ANCHOR
NOTE 5,SHE NE 5, NOTE 5,
1(1/4" ) S EET � HEET 1�
(1/4'MAX.)TERIOR -
E TERIOR 1 XTERIOR
CONCRETE
2-1/16"` 2-1/16"• 2-1/16"* PER TABLE
EDGE DISTANCE: CON ET EDGE DISTANCE: C CRETE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 PER ABLE SEE TABLE A,SHEET 1 R TABLE SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 A.S EET i E MENT:SEE TABLE A,SHEET A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
2-TRACK FRAME SILL 4-TRACK FRAME SILL
Oc CONCRETE INSTALLATIO Ec CON ALLATION Fc CONCRETE INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1 --~
EDGE DISTANCE:
EM DMENT:SEE SEE TABLE A,
T LE A,SHEET 1 �1 SHEET 1
EDGE DISTANCE: ROPERLY SECURED
EMBEDM :SEE SEE TABLE A, 1 WOOD BUCK TYP.,
TABLE ,SHEET 1 ~I SHEET 1 S ANCHOR NOTE 3,
EDGE DISTANC SHEET 1
PROPERLY ECURED SEE TABLE A, PRO ERLY SECURED
1XWOOD UCK TYP., 1X OD BUCK TYP., Approved as wmplytngwith It*
SHEET 1 2-1/16"* FloHda Id g
SEE ANC OR NOTE 3, SEE NCHOR NOTE 3, C CJGMU ANCHOROaw
SHEET 1 SHEET 1 YP.,SEE ANCHOR NOAg9
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NOTES& ABLE A, TYP., EE ANCHOR OR CMU
EET 1 CO RETE NOTE &TABLE A, EXTERIOR PER TABLE ` lle1y LYidN d?�
EXTERIOR 0 CMU EXTERIOR SHEET i CONCRETE A,SHEET 1 \. 0 (� 1
n nn
V 114"MAX.S �� ER TABLE OR CMU V ��GENSF''•.r� '
A,SHEET 1 114"M HIM Imo— PER TABLE
A,SHEE 114"MAX.SHIM -4 No.56%05
AR 2-TRACK FRAME JAMB 3-T 4a 4-TRACK FRAME JAMB �^
CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION to CONCRETE/CMU INSTALLATION
SC 10/8/1015 A O CHANGES THIS SHEET
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N.VENICE,FL 34275 rn: /rC�; •. UIiIU F;.•`\�'`•.'
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JR 1D/f0/14
INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED AT ALL rE 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
INFILTRATION CONC./CMU ILLUSTRATIVE
0 o WOOD ANCHOR TYP., ANCHOR TYPSEE PURPOSES ONLY.SEE
.,
SEE ANCHOR NOTES TABLE A,SHEET 1 FOR
EMBEDMENT: &TABLE A,SHEET 1 26 ANCHOR NOTES&
TABLE ASHEET 1 ALL APPROVED
,
SEE TABLE A, (ALSO SEE TYP. ''. . _, ,. SUBSTRATES,
SHEET 1 23 ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE
DISTANCE:SEE
I EXTERIOR 3.SEE TABES 13,
TABLE A,SHEET 1 EMBEDMENT: SHEETS 6-8 FOR
SEE TABLE A,J Y P-HOOK MOUNTING REQUIRED P-HOOK
26 SHEET 1 ADAPTER CONCJCMU AND P-HOOK
EXTERIOR MOUNTING ADAPTER
PHOOK WOOD ANCHOR TYP., J l_ ANCHOR TYP.,SEEACHOR
SEE ANCHOR NOTES, V P-HOOK ANCHOR NOTES&TABLE ANSO SEE EXAMPLES
&TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1
(ALSO SEE TYP. 2.693"MIN. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9.
) EDGE DISTANCE
ILLUSTRATION,SHEET 9 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 CONC./CMU
NOTE A,SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE
MIN.OF 3 THREADS TABLE A,SHEET 1 ANCHOR TYP.,SEE A,SHEET 1 ANCHOR NOTES&TABLE
BEYOND THE METAL ANCHOR NOTES ;' ;: A,SHEET 1
SUBSTRATE r-- G
(ALSO SEE TYP.ET 1 EMBEDMENT: (ALSO
SEE
EIONP SHEET 9)
ILLUSTRATION, SEE TABLE A,
EMBEDMENT: SHEET 9) SHEET
SEE TABLE A,
SHEET 1 DISTANCE:SEE 1-1/4"MIN.EDGE DISTANCE
TABLE A,SHEET 1
30 30
P-HOOK SMS ANCHOR TYP., EXTERIOR P-NOOK CONCJCMU EXTERIOR
SEE ANCHOR NOTES n ANCHOR TYP.,SEE fl ApPmvcdummplyfogwith lb
71 TE
&TABLE A,SHEET 1 V ANCHOR NOTES&TABLE �J plorlda old R
(ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693"MIN. NOAa ,
ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE M mi oda Pmduet n
ILLUSTRATION,SHEET 9)
By
da P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH BOX SILL RISERS I•i
Kw PARTS#19,#21.#23 OR#25, Kc PARTS#19 #21,#23 OR 925, `� �;( I YNN 4,�
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY No.50705 t
/.�Rm.y aQ<• Rs,1,b,c p"npb� �!'�. ''� �V�� I! I(
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1070 TECHNOLOOYDRNE ANCFIORA GE DETAILS ^�' ••..F'c!>RIUI*.;:'���;�
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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
SHEET 18;INSTALLATION WIDTHINTERIOR
RETAILS AW&'Ac',_\��
EXTERIOR
SHEETS 12&13
PANEL PANEL PANEL 90
TYPE TYPEPANEL CORNER DETAIL'N2',
TYPE as. 'ASTYPE SHEET 19&CORNER
NOM. iNITANCHORAGE SHEET 11
MAX� PANEL MAX HEIGHT INTERLOCK DETAIL
PANEL
DLO PER 'M',SHEET 19
HEIGHT WIDTH TYP. HEIGHT TABLES
SEE PER EXTERIOR INTERIOR
—NOTE 2 TABLES 1-3 1-3
JAMB DETAIL'G3',SHEET
X X X 18;INSTALLATION DETAILS
X
. ........ 'Gvv&'Go',SHEETS 12&13
- ------------
SILL DETAIL'D',SHEET 18; so*
INSTALLATION DETAILS EXAMPLE:90*INSIDE CORNER,4 PANELS-XXXX
'DW&'Dc',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"
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ke,
PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS.
2)(1)LOCK(ITEMS 76&107-110)AT EACH LOCKSTILE,LOOKING INTO KEEPER(ITEM 103)AT
FRAME JAMB OR ASTRAGAL,
3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES, t4..58.105
-A-
R�ft,l t
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SO I&S=W15 A CHANGES THIS SHEET I ,T� I
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CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
�'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18;
�-INSTALLATION DETAILS'GV&'Gc',SHEETS 12&13
/FIXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET HEADER DETAIL'A',SHEET 18; MAX.LJAMB DETAIL'G3',SHEET
SHEET 18;INSTALLATION DETAILS'Lt'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'Aw&'Ac', WIDTH 18;INSTALLATION DETAILS
DETAILS'GW&'Gd, L2,SHEET 19 'AW&'Ac',SHEETS 12&113 SHEETS 12&13 TYP �'GW'&'Gc',SHEETS 12&13
SHEETS 12&13 90°
EXTE IOR INTERIOR
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE FPJAN PANEL PANEL PANEL INTERLOCK DETAIL
TYPE M',SHEET 19
'D' 'A' TYPE TYPE 'K' MAX ,
MAX. 'CS' OS'
UNIT 90°OUTSIDE CORNER
/ NOM. / / UNIT / DETAIL'N1',SHEET 19 8
PANEL HEIGHT SILL DETAILNOM. / HEIGHT
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CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK 'DW&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK)
JAMB DETAIL'IT.SHEET 18;
ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'Iw'&
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SHEET
'HW&'Hc',SHEETS 12&13 Jc%'Kw'&'Kd,SHEET 14 DETAILS'Bw'&'Bc', DETAILS'Iw&'Ic',SHEETS 12&13 18;INSTALLATION DETAILS
SHEETS 12&13 Cw'&'Cc',SHEETS 12&13
I�— — MAX.UNIT WIDTH -- I� - MAX.UNIT WIDTH -
PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE
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'Ew'&'Ec',SHEETS 12&13 Fw'&'Fc',SHEETS 12&13 cl C q'=
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N.VENICE,FL 99276 nb
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PANEL'S RIGHT STILE TYPE
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INTERLOCK INTERLOCK BOX OUT BOX IN 90 LOCKSTILE 9D LOCKSTILE 90 RECEIVER 90 RECEIVER g0 RECEIVER 35 RECEIVER INT35 RECEIVER
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w WIHANOLE (aox BO
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leoxom MO%0fm (#61),CORNER RECEIVER(#118)AND EITHER
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INTCORNER RT Cl
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J W/HANDLE#120 —�r— .232"
w SILL RISERS OPTIONS 232•
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Q W/HANDLE#118 232° I EXTERIOR .062'
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INT CORNER#61 AT AS DF Il 7.56T
90 RECEIVER 082•
WI HANDLE
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90 RECEIVER V F 7B FLUSH,1-1/2' LOW,2-1/2" 22 MEDIUM,3-1/4" 24 HIGH,4"
1
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FLUSH,1-1/2" 27 LOW.2-1/2" 23 MEDIUM,3-1/4" 25 HIGH,4" - NO.58705
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 I I f I
Br. Ow: B°.tbu: d °
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ASSEMBLY DETAILS
106 FULL PANEL JAMB LENGTH
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 60 OR 61 105
LOCKPART 17
FULL LENGTH 14 75 8107-11
14 106 OF JAMB 5 G3 60 OR 61
BOOR81 E 16 - 5
Gt 80 OR 61 2-TRACK JAMB
2-TRACK JAMB (SHOWN 5 SEE DETAIL G1
CLIP#105 WITH FOR FIXED
105 6"LONG W/RETAINER#106 OPERABLE 80 75 a 107-11
PANEL CLIP
113 MI
(SHOWN WITH PANEL)
FIXED PANEL TOLOCK PART SEE DETAIL G2
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�L,E%TERIOR PANEL CLIP
14 v/ 15 8
® 112 ® 18 17
FULL LENGTH O2 G4
#10 X 314' 123 40 80 OR 61 EXTERIOR
OFJAMB 2-TRACK JAMB 2-TRACK JAMB ,rI,EXTERIOR 1 yEXTERIOR �L,E%TERIOR 15
SMS,X 3 CLIP#80 OR#105 51 52 W/SCREEN 15EXTERIOR
�/
6"LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB
Q° 80 (SHOWN WITH H1 (SHOWN WITH H2 (SHOWN WITH 11 (SHOWN WITH 2 (SHOWN WITH
MIDSPAN ]I FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
ls� 60 OR 81 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
�L EXTERIOR EXTERIOR
2
112 1 3 4
45 5 113 5 113 5
52 51 69 EXTERIOR 69 EXTERIOR 89
EXTERIOR 53 a a
a
T.. WITH
OPTSCREEN -A/FRAME HEAD
FRAME HEAD FRAME HEAD HEIGHT PER
TRACK TABLES 1-3
53 69 69 69
EXTERIOR EXTERIOR
52 51 72 OR 73 72 OR 73 72 OR 73 �pPMveda Id B mro
1dYIuE Hitfily�
46 11 g 10 NOA
47 ,a71 ci
113 8 11 11 611e,n1 Dnde Pmdncf Conuoi
48 p
EXTERIOR 112 5 113 113 OLiy
a 5 5 �pNV MN AI A;W11
2-TRACK W/SCREEN 3-TRACK 4-TRACK �. .•
FRAME SILL FRAME SILL FRAME SILL
mo.58'105
-ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES
1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. ='O '• �' LY:-'
n.nder. Ows 8M— ow.boa' 31"'.1 OF
SC 1N8
2015 A O CHANGES THIS SHEET �'.�,�'•.
- ,� n,,,, n.Hmu 1070TECHNOLOOYORNE VERTICAL SECTION DETAILS � �., •.,+�to!ao?._. �
N.VENICE,FL34279 ns
°°a nom""^• (911}4841809 SERIES 770 ALUM.SGD-LM IMPACT UNl�1.
se�.*mr er+' — "�` n." A.LYNNIOLLA,P.E.
'� �' CERT.OFAUTH.X28296 ST SOD-770 NT$ 18 d 22 PGT0130 A RE.A 58705
JR 10/10/14
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 61 t13 11e
*Ill
29 7 113
30 11
63
27 103 62 111 63 60 OR 61
60 OR 615
29 14 Tii 120 85EXTERIOR 111 90°
EXTERIOR
82 EXTERIOR INTERIOR EXTERIOR
ID
P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS a a INTERIOR
(EXT.OR INT.MOUNT) ®, EXT.MOUNT ONLY 90° p
600R 61
LOCK PART LOCK PART LOCK PART
75 8 107-110 75 8 107-110 81 75&107-110 5 INTERLOCK
14
113
60 60 81 81 110 ° 8
11
EXTERIOR 113 7REXTERIOR t13 7 113 103 119 EXTERIOR
67 68
STANDARD ASTRAGAL#67 HEAVY-DUTY WITH STANDARD STILES#60 L2 WITH HEAV1 DUTY STILES#61 N1 2 TRACK SHOWGAL#68 M—E-t,90'OUTSIDE N NER N2 2 TRACK SHOWNa 90*INSIDE ER 'ITEM#61(HEAVY-DUTY
STILE)SHOWN,ITEM#60
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO
(BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES
TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6-8 FOR DP
(PSF)ASSOCIATED WITH
STILES.
4 INTERIOR
F�ILNTERIOR
4 INTERIOR
5
135° 6
+ppmved a mmplylugpUk Bu
7 11 Florida Ould
135` Dete�G
1a s s1 3z nOA"
103 Mleml Rde rod hnl
61 � EXTERIOR 61, liy
321t 5 /
LOCK PART $1 103 61 TI EXTERIOR 7 135'INSIDE CORNER \.\��. .YPIN 21j�en /
75&107-110 VV 14
oz 2-TRACK SHOWN >'•:
E
135°OUTSIDE CORNER
of 2-TRACK SHOWN
(t
ReM 9F caro: Rawbn• °'OBD` in :iTAIEO' ��✓•
sc 1ad/Z016 A NO CHANGES THIS SHEET f070TECHNOLOOYDRIVEPUT
HORIZONTAL SECTION DETAILS,CORNERS ';U,,'•.
N.YENICE,FL 39276 m i��n•...0....`.•' '
Ren]BF �,.. Rntwnc (ga,�,1B0•1600 SERIES 770 ALUM.SGD-LM IMPACT �, ti.��\��
a.�n o°'o: � wro. c w,a+°a°� s� eiwe o woRa — XAYNN MILLER,P.E.
JR 10/10/14 CERT.CFAUTH.#29296 SOA-770 NTS '19 n 22 PGT0130 A P.E.It 58705
Item PGT PGT# Description Item PGT PGT# Description NOTES:
Dw .# Dw .# 1)ALL ALUMINUM=6063-T6
1 I TWO 817306 2-TRACK HEAD OUANEXJTRUSEAL DURASEAL SPACER(COMPOSITE
2 17303 817303 2-TRACK HEAD WITH SCREEN RAL 50 SEALANT/DESSIGANT)or CARDINAL&EDGE SPACER 2)ITEMS#33-39,57-59,66,78,84-99,
3 17309 017309 3-TRACK HEAD BO 17325 617325 PANEL STILE 121&122 ARE NOT USED AND ARE
4 17312 617312 4-TRACK HEAD 61 17326 617326 PANEL STILE(HEAVY DUTY) NOT PART OF THIS APPROVAL.
5 17314 817314 FRAME SCREW COVER 62 17327 617327 NTERLOCK ADAPTOR 3)USE OF#12 OR#13 REQUIRES
6 17317 617317 FRAME HEAD/JAMB ADD-ON 63 1225 6TP248 VINYL BULB WSTP.-THIN QNSIDE INTERLOCK) MIN.#10 SMS OR 3116"MASONRY
7 17304 817304 2-TRACK SILL 84 1729 71729 SILL END WEATHERSTRIP PAD
8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 65 17328 617328 INTERLOCK SCREW COVER ANCHORS @ 24"MAX.O.C.
9 17307 617307 3-TRACK SILL 87 17329 617329 ASTRAGAL
110 17310 617310 44MCK SILL 68 17339 617339 HEAVY DUTY ASTRAGAL
11 17313 017313 FRAME SILLTRACK INSERT 69 17324 617324 TOP 8 BOTTOM MIL
12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 17350 417350 WEATHERSTRIP EXTENSDN(INJECTION MOLDED)
13 17310 617310 FRAME SILL SCREEN ENDADD-ON(SEE NOTE 3) 71 1895 71695 1-1/2"X1'X314'HIGH FIN SEAL DUST PLUGS
14 17305 617305 2-TRACK JAMB 72 8153 78153X TANDEM ST.STL.ROLLER ASSY.
15 17302 817302 2-TRACK JAMB WITH SCREEN RAIL 73 8153 78153N TANDEM NYLON ROLLER ASSY.
16 17303 617308 3-TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR GE-7700
17 17311 617311 4-TRACK JAMB 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE
18 17322 017322 SILL RISER-FLAT,FLUSH,1-1/2" 76 71032X1FPFX #1 D32 X1-FL.SS SCREW W/TYPE'F'TIP
19 17319 817319 SILL RISER-BOX FLUSH,14/2' 77 1103239 1032 STEEL ZINC UNUT
20 17321 817321 SILL RISER-FLAT,LOW,2-1J2° 79 77357 617357 t'IG BEAD
21 17318 617318 SILL RISER-BOX LOW,2-1/2' 80 17359 1 617359 7116"BEAD I FDED PANEL CLP
22 1 17355 617355 SILL RISER-FLAT,MEDIUM,3414' 81 17380 617360 9/16°BEAD
23 17354 817354 SILL RISER-BOX MEDIUM.3-1/4' 62 1224 BTP247K VINYL BULB WEATHERSTRIP
24 17323 617323 SILL RISER-FLAT,HIGH,4- B3 61745 1745 LOWE NC,1/2'X 1f76'SOL.SIDE ADH.TAPE,POLYETH.
25 17320 617320 SILL RISER-BOX HIGH,4' 100 W52 48052 ROLLER ADJ.HOLE PLUG
20 17333 617333 POCKET P-HOOK 101 72067 JAMB BUMPER
27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 102 1696 71696 DUST PLUG
28 17334 617334 POCKET P-HOOK MOUNT 1D3 8186 7818OX 1"KEEPER
29 17335 617335 P-HOOKCOVER 104 653 7SDKEEP SCREEN LOCK KEEPER
30 17348 1 617348 1POCKET P-HOOK FOR BOXRISER 105 17344 617344 FD(ED PANEL CLIP-6'LONG
31 17378 1 617378 1135 CORNER 108 17352 617352 FDO=O PANEL RETAINER-9118'
32 17376 1 017370 1135 FDED MOUNT 707 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN
ITEMS 4053 ARE SCREEN PARTS: 708 1740 71740 HANDLE KR-RAISED EXTERIOR HANDLE
40 4319 812258 SCREEN SIDE RAL-LOCKSTILE 109 1731 78162SH HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN
41 7LOCKWGSK SCREEN LOCKSET 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL
42 41818 SCREEN KEEPER SPACER SET 111 710X74PPSDAX#10 X314'PH.PN.TEK-S.S.
43 8152 68152 SCREEN INTERLOCK ADAPTER 112 1235 87578 WSTP,.270 X.170-FIN SEAL
44 4428 64428 SCREEN DOUBLE NTERLOCK 113 1712 64066 .787'X.230'FNSEAL
45 4317 012256 SCREEN TOP RAIL 114 71OX115PPX #10 X 1-1/2"
46 4318 612257 SCREEN BOTTOM RAIL 115 710XPPT #10 X 1'
47 668 78RAZ STANDARDROLLER 118 720KIX 04-20X1"S.S. Approved..—plying will,ls•
48 608 7SRAX STANDARD ROLLER-ST.STL 117 72OXI 12X 914-20X11/2"S.S. Fluid.OUldingC44
Dnle
49 4344 64344 SCREEN ASTRAGAL 110 17336 877338 90 DEGREE CORNER RECEIVER NOAN
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL 5B ;d'e PrWur 51 1692 61692 SCREEN SPLINE-.165' 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL52 1697 61694 SCREEN SPLINE-.150' 123 17352 617352 FIXED PANEL RETAINER,718V, LINN
!
53 61818010 SCREEN CLOTH °� roN�• •••••.�'/!(fit�i,
54 1725 112'X4"X11116"SET.BLOCK,NEOPRENE 85+13 `.� �1L%YI`ISF .,'P •�
55 1728 1"X4"X 1118"SET.BLOCK,NEOPRENE 85 H-5 '_ 'k
Nn.58705
NOTES:
1)ALL ALUMINUM=6063-T6 — fl,=
2)ITEMS#33-39,57-69,66,78,84-99,121'&122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. ;:U) .µto
waver• o...• w.rwe .•
SC fh8I10f6 A DEDXL EDGE SPACER TO PARTS58 �:n'•.,!7.0(1101`.•'
10707ECHNOL00YDRlVH PARTS LIST ;,<,c .......:.
N.VENICE,FL 91276 nr �i��:�l(l)V{�,..r`�•,
bew- Ia+}49atedp SERIES 770 ALUM-SGD-LM IMPACT 7 ,„,I ,, 1
JJ 10/6115 F0 A r ywwes ear mk o..fv A.LYNN MILLER,P.E.
SJR 10/10/14 1
oer CERT.OFAUTH.d28298 SOD-770 NTS 20 22PGTO130 A P.E.#58705
5.069" 8.562" 1.38" 1.36"
0.080"
1.872"
1.211" 1.505"
1 0.081" 1.019"
;=�A4J 0.062"
0.081" 1O2-TRACK HEAD 10 4-TRACK SILL hEEx=-9
0.081" SCREE
(6063-T6 AL) (6063-T6 AL) 4o STILE
6.198" (6063-T6 AL)
6.198" 6.528" 5.069"
I� 0.080° 1.045"
FrFM '211 1.505" �
+ 1.993'ril m0.062"
0.081"j
.081" O2-TRACK HEAD W/SCREEN TRACKO9 3-TRACK SILL SCREEN
(6063-T6 AL) (6063-T6 AL) t4 2-TRACK JAMB 45 TOP RAIL
(6063-T6 AL) (6063-T6 AL)
2-TRACK JAMB W/
7.105" 6.221" t5 SCREEN TRACK
-T 0.080" (6063-T6 AL) 1.36"
0.875'
1.211"
+ 1.36" 1-993"
_ 1L 0.062'
0.081" O 3-TRACK HEAD O8 2-TRACK SILL W/SCREEN TRACK
0.081"
(6063-T6 AL) (6063-T6 AL) SCREEN
46 BOTTOM RAIL
(6063-T6 AL)
9.142" 4.49" 0.081"
-�
0.080"
ITT
1.211" 1.505" 7.1Q5"
9.141"
0.081" Oq 4-TRACK HEAD Oi 2-TRACK SILL
(6063-T6 AL) -may (6063-T6 AL)
j �+-• 0.060" 4PPm duwmpWag Mu t6
1.514" LII FT ON&Ridding cods�
L�!bj0.062" neAa�
0.532" 0.760" stl ml Dade Product Coohol
1.260'
y 0.060" 1.990" Rr
1_ 1.516"
Oe FRAME HEADMAMB SCREEN t2 FRAME SILL SCREEN t9 FRAME SILL SCREEN
ADD-ON ADD-ON END ADD-ON &6)3-TRACK JAMB
(6063-T6 AL) (6063-T6 AL) (6083-T6 AL) (6063-T6 AL)
u _
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS No.56705
OR 3/16"MASONRY OR 3116'MASONRY 17 4 JAMB -
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (60063-T663-76 AL)
Rowe, ow R"w •}.i S�TAI °1�s::,;Jl:,
SC 10/&2016 A O CHANGES THIS SHEET �')' '
EXTRUSIONS F.,.' .�Io..... .•
R N.WNICHNL 34276 RNE ....
N VENICE,FL 34276
maer. mw R.wa. SERIES 770 ALUM.SGD-LM IMPACT f
(011}450-1600 ___ LYNN
i i E%R' `\
- sdc asst d..Nra RaK A.LYNN MILLER P.E.
!^^W* 10 5 om: ® SGo.no NTS 21 N 22 PGT0130 A P.E.#58705
JR 10/10/14 CERT.OFAUM..M288
0.718" 0.83"I+ 3.802"
3.602° �{ 2.304" 0.752" -►{
0ld,-Fl Ir .752" I ILI 1.163"I 0.865" -
0.574" 0.796° � 11
0.062" 0.080" 0.062" Lp= -�
0.264" J 0.062"
0.075" 0.233"
OFRAME SILL P-HOOK MOUNTING P-HOOK SCREW
SCREW COVER tt TRACK 26 P 063-T 26 ADAPTOR 29 COVER 0.080" 3o P-HOOK FOR BOX RISER
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
4"
.155" 4
2.30" 1.488" 1.739" -�
0.080' 0.062" 1.303"
0.830" 1.600 0.133" 1.600 IT
.OBO" 1.870" I 8"
016" 1.92.4 " Imo- 3.125" 0.325'
2.44" 3.125° 0;062"
INTERLOCK INTERLOCK
3t 135°CORNER 32 135°FIXED MOUNT 6D STANDARD STILE st HEAVY DUTY STILE 62 65
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER
(6063-T6 AL) (6063-T6 AL)
3.979" 3.979°
I+- 4.125"
L LIJ, 0.075" I 0.062" 1.04" 1.050"F�1.050" F 1.050" (�-
0.075' tLL1.645" 111J�J
1.645"
I 11 .289" .611" .4'Ll E"L---- . 85"
F� 3.25' � 045"
045" �► 045" �--
0.125"" 0.281"
67 STANDARD ASTRAGAL 68 HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL 79 GLAZING 6D 7/16"GLAZING 6t BEA GLAZING
O
O 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"
1.03"
4" �j 5.621"
0.757" � 0.08011
0.050" 4pproral as ampiying with th+
t05 FIXED �O719" 0.133' �ariv,BoWmPANEL CLIP 2.893" 0.133" 1498" 10 Ell F1.498" rypV(6063-T6 AL) 0.080" Miami Bade Product control
.550" -X10.863�- 4" 14
0.709" FIXED PANEL " 5.621° 120 90°INSIDE CORNER ASTRAGAL p1I , 47/
t23 O ��J ...... .z
RETAINER,7/8" 2,826
0.080" (6063-T6 AL) t t9 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) ��,•'�ICI:Nsr'•�`y
(6063-T6 AL)
FIXED PANEL 116 90°CORNER RECEIVER No 5(tiOG
166 RETAINER,9116" (6063-T6 AL)
(6063-T6 AL) tt (6 a0 IS L!I
ftMBY. ww rs°,aac rota*"' •��. Ti-i'r.U. /,.
SC laW016 A NO CHANGES THIS SHEET f070TECHNOLOOYDRIVE EXTRUSIONS :,�,�'•.l'[.vftln;`.••
wk (041N.VENICE.00-1600 4276 SERIES 770 ALUM.SGD-LM IMPACT %,'S1niV/,1- �C`
(041}4641600 - o wenn
A.L1fI�N lrldL6"P-E.
-6;wof-ww rJerrna t»m. CERT.OFAUTH.#20286 ® e SOD-770 NTS "2" d 22 PGTO130 A P.E.#58705
JR 10/10/14