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• FL# FL251-R29 TILE COPY
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice, FL 34275
(941)486-0100 Ext 22318
druark@pgtlndustries.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
f
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 11/28/2017
Date Validated 12/20/2017
Date Pending FBC Approval
Date Approved 12/25/2017
Summary of Drndurte
Florida Building Code Online Page 2 of 3
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 R29 C CAC 17042009.pdf
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 FL251 R29 II 17042009.pdf
(NOA)for product performance information,anchorage Verified By:Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.2 SGD-670HP(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R29 C CAC 17042010.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 03/24/2020
Design Pressure:N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL251 R29 II 17042010.pdf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.3 SGD-680(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R29 C CAC 17042011.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 03/18/2019
Design Pressure:N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL251 R29 II 17042011.0df
(NOA)for product performance information,anchorage Verified By:Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.4 SGD-770(Large Missile Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R29 C CAC 17042012.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/12/2020
Design Pressure:N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL251 R29 II 17042012.0
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
_. Created by Ind t 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 R29 C CAC 17042013.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL251 R29 II 17042013.pdf
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,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 R29 C CAC 17042014.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/24/2020
Design Pressure:N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL251 R29 H 17042014.0df
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
251.7 SGD-780(Impact) WinGuard Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R29 C CAC 17042004.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 08/02/2022
Design Pressure:N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL251 R29 II 17042004.0df
Verified Bv: Miami-Dade BCCO-CER
Florida Building Code Online Page 3 of 3
^ = (NOA)for product performance information,anchorage I Created by Independent Third Party:
details,and anchor type,size,and spacing information. Evaluation Reports
Created by Independent Third Patty:
251.8 SGD-2500(Non-Impact) Aluminum Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R29 C CAC 17042005.Ddf
- Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/22/2018
Design Pressure:N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL251 R29 II 17042005.Ddf
- (NOA)for product performance information,anchorage Verified By:Miami-Dade BCCO-CER
- details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
r Created by Independent Third Party:
251.9 SGD-5470(Non-Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R29 C CAC 17042007.Ddf
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 FL251 R29 If 17042007.Ddf
- (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
= Evaluation Reports
Created by Independent Third Party:
- 251.10 SGD-5570(Large Missile Impact) Vinyl Sliding Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL251 R29 C CAC 17042006.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 04/14/2021
Design Pressure:N/A Installation Instructions
Other: Please see Miami-Dade County Notice of Acceptance FL251 R29 II 17042006.1)df
(NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER
details,and anchor type,size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 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 bare.
®Product eCCr.A Approval Accepts:
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Credit Card
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FILE COPY
M IAM I•DiADE MIAMI-DADS 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.miamidade.aov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.-
DESCRIPTION: Series GOSGD-770"Aluminum Sliding Glass Door w 190*& 135°corners—L.M.I.
APPROVAL DOCUMENT: Drawing No. PGT0130,titled"Series 770 Alum. SGD-LM Impact",sheets
I through 22 of 22, dated 10/10/14, with revision C dated 04/05/17,prepared by manufacturer, signed and
sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#16-0629.06 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 Jorge M.Plasencia,P.E. _
NOA No.17-0420.12
CKAWDADE COUNTY xpiration Date: February 17,202
Approval Date: September 28, 7
age 1
PGT Industries.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0123.10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1
through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Reference Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass
Doors(w/PS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing
Laboratory, Inc.,Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968,dated
02/15/16,06/17/16 and 06/20/16,all signed& sealed by Idalrnis Ortega,P.E.
(Submitted ander NOA No. 16-0629.06)
2. 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. 14-0X23.10)
3. Test reports on:l)Air Infiltration Test,per TAS 202-94
2)Uniform Static Air Pressure Test,Loading per TAS 202-94
3)Water Resistance Test,per TAS 202-94.
4)Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5) Large Missile Impact Test,per TAS 201-94
6) Cyclic Wind Pressure Loading,per TAS 203-94
along with marked-up drawings and installation diagram of aluminum Sliding Glass
Doors,prepared by Fenestration Testing Laboratory,Inc.,Test Report 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 dated
08/10/09,all signed and sealed by Julio Gonzales,P.E.
Note: The test reports No. FTL 5980,FTL 6001 and FTL 6015 have been revised
and reissued on 12/29/09,signed and sealed by Julio Gonzales
(Submitted under NOA No. 09-0826.10)
Jorge M.Plasencia,P.E.
P duct Control Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17,2020
Approval Date: September 28,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. 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 NDA No. I5-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-std
Edition (2014)and FBC-6th Edition (2017),dated 04/18/17 and revised on 08/10/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their
"TrosifolO Ultraclear,Clear and Color PVB Glass Interlayers"dated 01/19/17,
expiring on 07/08/19.
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 with FBC-51h Edition (2014) and FBC-61h Edition
(2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
G. OTHERS
1. Notice of Acceptance No. 16-0629.06,issued to PGT Industries, Inc. for their Series
"SGD-770"Aluminum Sliding Glass Doors w/90° &1351 corners- L.M.I. approved
on 08/04/16 and expiring on 02/17/20.
Jorge M.Plasencia,P.E.
Pduct Control Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17,2020
Approval Date: September 28,2017
E-2
TABLE A:
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Anchor Frame Min.Edge MIn.0C. Min.
0 o Group Anchor type Member Substrate Distance Distance Fmbedmenlor
INCLUDING POCKETS & 900/1350 CORNERS Metal Thickness
012 18-8 SMS, Soulhem Pine(SG-0.55) 9118" 7/8' 1-3f8'
GENERAL NOTES (Fy=80 ksl,Fs=95 ksi) 8083-T5 Aluminum 3/6" 9/16' 0.090"
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. 012410$S SMS, al A36 Steel 3/8' 9/16" 0-050^
2 DESIGN PRESSURES: A (Fy=90 ksi,F,=110 kal) Gr.33 Steel Stud 3/6" 9116" 0.045"(18 Ga)
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. A9 Concrete min.2,22 kai) 1-1/2' T. 1-3/8'
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 1/4'Elco Aggre-GetoM Jamb/P-hook Filled Block ASTM C90) 2^ 3" 2"
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. F,=57 ksi,F.=96 ksi Jamb f P-hook Hollow Block STM C90 2" 3' 1-1/4'
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS AN Southern Pine SG-0.55 1" 1" I-YB"
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO 012 Steel SMS(Gr.5) Southern Pine($G-0.55) 9118" 7/8" 7J/6'
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE B (min.of 3 threads beyond All 6083-78 Aluminum 318" 9116" 0.090"
336 Steel 318" 9/16" 0.050
CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. metal substrate)
Gr.33 9ae1 Stud 3I8" 9118' 0.045' 18 Ga
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 114'Elco UhreCono AN Concrete(min.2.85 ksi) 1' 4' 1-31(r
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH C Fy=155 kst,Fu=177 ksi Jamb/P-hook Hollow Block(ASTM C90) 1' 6" 1-1/4'
NARROW JOINT SEALANT. All Concrete(min.2.85 ksi) 2.1/2^ 4" 1�8
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSVAF&PA NDS FOR 1/4"Elco UtraConS
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Fy=155 kcl,Fs=177 kal Jamb I P-hook olio Block Block
STM c902417^ 4" 1-1/4'
Jamb I P-hook Hollow Bkwk STM C90 24/2" (' 1-114'
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE D Head/Sill Concrete min.3.35 ksi 1" 4' 1-3/4'
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 11000 SS Elco CreleFlexO Jamb/P-hook Concrete(min.3.35 ksi) 1' 6" 1-3/4'
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER Fy=127.4 kal,F"=189.7 kal Jamb/P-hook Follow Block STM C90 2-12" e" 1-114'
CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. All Southern Pine ISG-0.55 1' 1" 1-3/8"
9)TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE,
FTL-6024,FTL-6025,FTL$028,FTL 6031,FTL fi033,FTL-8036 AND FTL-7554 CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL.
2)ALL ANCHOR HEAD TYPES ARE APPLICABLE.
3)FOR STEEL STUDS,MIN.FU=45 KSI,MM FY=33 KSI.
4)FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS,
TABLE B,SEE DETAILS ON SHEETS 4&5 5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE.
Gass Description(Listad from Exterior to Interior)
ANCHOR NOTES
Type
G3 7/16"Laminated:(2)Urea cf3/16"Hs oasswilh.090'PVB ntedayer 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY
GSA 9116"Laminated:(2)Lite*of 1/4'lis Glass wlth.090'PVB kdedayer MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE
G4 7116'Laminated:(2)Lltes of3116"HS Gass with.090'SG nterayer DISTANCE AND SUBSTRATE REQUIREMENTS.
64A 9178'Laminated:(2)Lite*of 1/4"HS Glass with.OW SG Nledayer
G5 1'Laminated LG.:3x16 T Exterior Cap+38"Air Space+711W Laminated;(2)Utes of 3118'HS Gass wtth.090'PVB aaedayer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET.
GSA 1'Laminated I.G.:1/4'T Exterior Cep♦5/18"Air Space+7116'Laminated;(2)U las of 3/16"HS Glass with.080'PVB kaerayerPRODUCT REVISED
B 1'Laminated I.G.:3118'T Exterior Ce +316'Ak Space+7/18'Laminated;(2)Laea of 3/18"HS Gass w8h.090'SG Irxedayer 3)WOOD BUCKS DEPICTED AS 1 X ARE LESS THAN 1-1/2"THICK. as complying with the Florida
G
P p PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS Building Code
GBA 1'La.*Wed I.G.:VC T Extedor Cap+5116'Alr Spme+7116'Laminated;(2)Utea of 3/16"HS Gass wkh.091/'SG Interlayer NOA-No. 17-0420.12
G7 7/16'Laminated:(2)Lit"of 3MT ANN GIs"wkh.09T SG Intedayer INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS
9 16^ DEPICTED D 2X ARE DE THICK OR GREATER.1X AND 2X BUCKS Expiration Date 02/17/2020
GTA Laminated:(2)Lkes oft/4'ANN Glass with.090"SG Interlayer (WHEN USED
G8 V Laminated LG.:3116"T Exterior Cap+318'Air Space 7/16'Laminated;(2)U90'Liles of 3116"ANN Glass with.0SG Interayer )SHALL DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE.
B
URE.BUCK DESIGN AND INSTALLATION IS y
GSA 1'Laminated I.G.:114"T Exterior Cap+5118'Air Space+71161 Laminated;(2)Utes of 3/16"ANN Glass with.090'SG Intedayer Miami- a uet Control
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
'ANN"=ANNEALED RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL.
"HS"=HEAT STRENGTHENED
'T"-TEMPERED GENERAL NOTES.............1
PVB"-.090"TROSIFOLBPVB BY KURARAY AMERICA.INC. EXAMPLE CONFIGS..........2-3 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS
"SG"=.090"SENTRYGLASOBY KURARAY AMERICA.INC. REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
GLAZING DETAILS............4,5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
ANCHORAGE.....................6-14
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES.......6-8 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS
SEE TABLES 1,2&3 ON RATED FOR LARGE 6 SMALL INSTALL DETAILS..............12-14 NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,
SHEETS 6.7 8 8 MISSILE IMPACT RESISTANCE ELEVATIONS.....................15,16 MAX 1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY 0 aWLYNN
PANEL/SILL TYPES.........17 SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO � '' �ICEN4
CODES 1 STANDARDS USED: CROSS SECTIONS............18,19 THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Q
•2017 FLORIDA BUILDING CODE(FBC),6TH EDITION PARTS LIST.......................20 SUBSTRATE IS WOOD,3011 FELT PAPER OR MASTIC IS REQUIRED =>k: �•58705 '=
•2014 FLORIDA BUILDING CODE(FBC),5TH EDITION EXTRUSIONS....................21,22 = ;
-ASTM 71300.09 BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED _
eANsl/AF&PA NDS-21)15 FOR WOOD CONSTRUCTION BY THE AUTHORITY HAVING JURISDICTION. "U '
-ALUMINUM DESIGN MANUAL,ADM-2015 f0707ECNNOG3GYr7RIVE a,esrsc %p0•• 7E�' ��/\
aAISl S1D0.12 AYEW=FL 74275 � � •:c�OR10P,.•' ♦��
*AISC360-1D tom GENER,4LNOTESANDMAP s
CERT.OFAIITH.*ze¢ee SERIES 770 ALUM.SGD-LM IMPACT ''''�ONAL,�NG``
JR 0"5/17 C UPDATED TO FBC 2117,REVISED TABLES 1,2 3 8 A enry"Nsi'ea>tr s.waleoe
JR TN10N4 a.a o ra/e a." A.LYNN MILLER,RE.
mas - *1 -22 PGTVI
RES 58M
EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: E
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS !
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH �dCORI�VIDTT' LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH NOM.P L WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
PER TABLES 1-3 fXWAc3 R TABLES 1-3 1 CAN BE OXXXp.
90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION
i ¢ 1 ANY 2 STRAIGHT CONFIGURATIONS.
r zi!
MAX.UNIT t / o y 1 MAX // / t4 i i&0 3 FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
.UNIT
HEIGHT 1 I K HEIGHT 1 4 I }
PER TABLES 1-3 / i x PER TABLES 13 / / i =OPERABLE PANEL,
0 I w =INOPERABLE PANEL, 1
EKE Il. I SET POCKET DETAIL LETTER
�tiv"=WOOD OR METAL INSTALLATION
2-PANEL
1-PANEL 'c'=CONCRETE INSTALLATION
CONFIGURATIONS 1 CONFIGURATIONS !
�SHEETNUMBER �
— MAX.UNIT WIDTH
UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-r
NOM.PANEL WIDTH A NOM.PANEL WIDTH p Ac DLO HEIGHT=DOOR UNIT HEIGHT-10.125'
PER TABLES 1-3 1 3 PER TABLES 1-3 �i t2 1 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866'
163N 11h
t j
MAX.UNIT it
19 i q&Q MAX.UNIT t9 1 u 1HEIGHT 1 i HEIGHT t
4
PER TABLES 1-3 �'yw PER /
g o W TABLES 1-3
POCKET / / / / POCKET I
3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS PRODUCT REVISED
13 1 3 1 13 1 13 as complying with the Florida
Bullding Code
NOA-No. 17-0420.12
MAX.UNIT WIDTH MAX.UNIT WIDTH Expiration Date 02/17/2020
NOM.PANEL WIDTH Ac t t NOM.PANEL WIDTH
By
PER TABLES 1-3 PER TABLES -3 i INlam Da! roduct Control
i1h &N
1 19 0 I J 1
1 13 <
c 1 1 Irc& S
u�l
MAX.UNIT 1 1 14 j o n o MAX.UNIT
/ 19 / EE
HEIGHT
PER
TE
2s
PER TABLES 1-3 / / / / / i U s� TABLES 1-3 t9 sHEeT. \++++++I 1 u 11111
/ POCKET 1 �
J EXTERIOR 1 ��.•'' �+CENSF �`C/
5-PANEL CONFIGURATIONS _* No.58705
t s CORNER,TYP. 1 3
(OUTSIDE CORNER SHOWN, Lil
INSIDE CORNER SIMILAR)
1070 TECFWClOOyORIVE °110i�°si �O�Ct� a oR DA.•'' ����
N ea 16W EXAMPLE CONFIGURATIONS ,•,SS�CNEN
AL G\\
JR 04'041W17S SHEET: �
CERT.OFAunr.,Mse SERIES 770 ALUM.SGD-LM IMPACT ����/11111 1++`�
C NO CHANGES THI _
JR 1N1N14 c+Maya e—ownTeanr s s 22 o�nr PGT0130 C A.L
SG0. PNE ft SB�ORS,P.E.
"` 1..;170aNTS ar2
EXAMPLE CONFIGURATIONS
MAX.TESTED UNIT WIDTH= CONFIGURATIONS NOTES:
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
300-11/16
355- " 196"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
14"Q 120"HEIGHT LOCATIONS USING DETAIL"Jw,"Jc","Kw"OR"Kc"INSTALLATION.
NOM.PANEL WIDTH
PER TABLES 1-3 1is13 1 3 EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
I CAN BE OXXXp,
19 t
9 11h �+ Jc 11i 2)90°8135°CORNER CONFIGURATIONS CAN BE A COMBINATION
MAX.UNIT 139 14 iiia OF ANY 2 STRAIGHT CONFIGURATIONS.
HEIGHT, 1 9 t9 ��a' 3 FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
96"OR 120" � � � � / � 1��'�" )
1° "
L "X"=OPERABLE PANEL,
a
POCKET 8 O"=INOPERABLE PANEL,
P"=POCKET
6-PANEL CONFIGURATIONS w
3 1 t DETAIL LETTER
MAX.UNIT WIDTHw'=WOOD OR METAL INSTALLATION
W"c"=CONCRETE INSTALLATION
NOM.PANEL WIDTH 1 3 1 13 3 SHEET NUMBER
PER TABLES 1-3
-''ter---
Jc I DLO WIDTH=NOM.PANEL WIDTH-T
1 1919 t 9 DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
MAX.UNIT a 1e 19 19 t 19 1 t` I a&o PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
Ll lzay
HEIGHT 12 13 s -9 a
PER TABLES 1-3
POCXET � �y
7-PANEL CONFIGURATIONS PRODUCT REVISED
1 1 13 as comp)ying with the Florida
Building Code
MOA-No. 17.0420.12
MAX.UNIT WIDTH Expiration Date 02/17/2020
NOM.PANEL WIDTH w Ac Cc BY
PER TABLES 1-3 1 1 1 Mlam- a roduet Contro
-'tom.(-----+
1 an (L2A 112 (12
19 19 19 1` j
MAX.UNIT 1 t3 19 19 19 19 9 9 1 T o o
HEIGHT t 1` t 78 19 im
PER TABLES 1-3 ti
1� ry
IL ILI—I I ILL—IL 11POCKET I y :`\a0, .I.... Htiii
8-PANEL CONFIGURATIONSW No.5a7os
13 1 3 -
10707ECRNOLOGYORNE o".rhr.. %Q.n �1 TE F 14i
A �=3073 FS
EXAMPLECONFIGURATIONS + �RIDP
NOCHANQESTHISSHEET. GERT.OFAUTH.l29M SERlES770ALUM.SGD-LM IMPACT � S70NALIENG`��
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JR 10/l0%4 ,L,A8 SOD-770 NT$ 3 d 22 PGT0130 C REA 55705
GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A)
7/16"NOM. 7/16"NOM. 1"NOM.
3/16"HS GLASS 3/16'HS GLASS--\ 3/16"HS GLASS
.090"PVB
.090"PVB .090"SC 3/16"HS GLASS
3/16"HS GLASS 74 3116"HS GLASS 74 318"AIR SPACE 74
3116"T GLASS
82 82
__ 83
EXTERIOR 3/4"NOM. EXTERIOR 3/4"NOM.
GLASS GLASS 124.127 314"NOM.
BITE BITE GLASS
BITE
EXTERIOR
80 80
79
54 sa 55
7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G. GLASS,TYPE G5
9/16"NOM. 9/16"NOM. 1NOM.
3/16"HS GLASS
1/4"HS GLASS 1/4"HS GLASS .090"PVB
090"PVB *GLA�
3116"HS GLASS
114"HS GLASS 74 5/16"AIR SPACE 74
— 114"T GLASS PRODUCT REVISED
82 S as complying with the Florida
Building Code
3/4"NOM. NOA-No. 17-0420.12
EXTERIOR EXTE314"NOM.
GLASS 124-127 GLASS Expiration Date 02/17/2020
BITE BITE By
EXTERIOR Miami-Da n roduct Control
81 79
54 55 I
I
9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G. GLASS,TYPE G5A
Y Ly
a,. �ICENgF'.,
GLAZING NOTES: _*;' No.58705
'ANN"=ANNEALED
'HS"=HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. '
"T"=TEMPERED ® tom TECIAVLOGYaRIVE '�� srn
"PVB'=.090"TROSIFOL PVB BY KURARAY AMERICA,INC. N.VENICE FL34Y76 GLAZING DETAILS ��t� •�(ORIDP ���
"SG"_.090"SEN7RYGLAS®BY KURARAY AMERICA,INC. �OF UTH#22M SERIES 770 ALUM.SGD-LM IMPACT '��/I/7,0NAL 1 1E%%,1\
JR OgN5H7 C NO CHANGES PIIS SHEET. cr—`Team e"e..�,.. a.k a,.r oµoW aM A.LYW AILILER P.E.
JR �14M4 A"`�"°"�e °� aoo-no NTS 4 d 22 AGT0130 C P.E.7t 58705
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
90"SG — .090"SG
.00 .090"SO 3/16"ANN GLASS
3/16` GLASS
3/8"AIR SPACE 74 3/16"ANN GLASS 74 3/8" GL SPACE 74
3/16"T GLASS 3116"T GLASS
az
83
83
EXTERIOR 3/4"NOM. 3/4"NOM
124127 314"NOM. GLASS 124-127
GLASS BITE GLASS
B ITE E TERK)y BITE
EXTERIOR (L-1
a s
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"_
3/16'HS GLASS .090'SG 3/16'ANN GLASS
5/16'AIR SPACE 74 1/4'ANN GLASS 74 5116"AIR SPACE 74
114'T GLASS 1/4"T GLASS PRODUCT REVISED
82 as complying with the Florida
83 t73 Building Coda ,
3/4"NOW NOA-No. 17-0420.12
3/4'NOM. IXrERaR
a GLASS 3/4'NOM. Expiration Data 02/17/2
124127 020
GL
I
GLASS
BITE
BITE BITE M18ml-0a FrOdUCt control
EXTERIOR ..
EXTERIOR
81 �l
7 78
9
54
55 tib
1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE GSA `t11i1 I II rllrr�
� ,
*. NO.58705
GLAZING NOTES:
"ANN'=ANNEALED
"HS"=HEAT STRENGTHENED
"T"=TEMPERED SEE SHEET 15 FOR SPACER DETAILS. Off'•, oft _r���
"PVB"=.090"TROSIFOLm PVB BY KURARAY AMERICA,INC. 1070TEC+NMOGYDR " i�� '� IDA•.•
"SG"=.090"SENTRYGLAS�BY KURARAY AMERICA,INC. N FL 6 GLAZING DETAILS 0 N `
at 2'17;PIVAL1Et NO
CERT.OFAUTH#29290 SERIES 770 ALUM.SGD-LM IMPACT
JR OQA5H7 C NOCHANGESTHIS SHEET. uwnwoNiomr �' a..l: °i'��� a"e A.LYNN MILLER,P.E
JR >QNQH4 0� s n SGD 710 ALTS b •22 PG7n130 C. P.E.1955705
TABLE 1: TABLE 1A:
Design Pressure(DP)and Anchor Quantities Required, �Maxfmurrl DP for all sizes; SIII Height to Max.(+)DP
(for all approved configurations on Sheets 2&3) 60/-60 psf (Water infiltration Rating)
For comer astragal anchorage on!i0•or 136'comer units,see sheet 11 be lindted by Table 1A) Slll Riser Height
Door Unit Height (Flat or Box,see (+)Design
Table applies to Glass Types 3, 80• 64• 9(" gig• Sheet 17)
the Stile/Astragal
Typess shown Pressure,psf
3A,5,SA, 8& and 69.718"DLO 73.7/8'DLO 7&718"DLO 85-7/8•IAO Flush-1-1/2" see note 3
al
below. Anchor Group Anchor Group Anchor Group Anchor Group Low-2-1/7 +46.67
-3-1/4" +60.0
A B C D A B C D A B C D A B C D High-4" +60,0
HeadrSill 4+1 +7 + +1 C4+1 +1 C4+1 +1 +1 1 C4+1 C4+ + C4+1 +1 C4+1
24' DLD Jamb 8 8 8 B 8 8 8 8 8 8 8 8 8 6 8 8 SEE NOTES 1-3
P-hook 6+7 0+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 17+8 7+8
HeadfSlll C4+1 C4+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
£ 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+6 7+8 7+e 7+8 7+e 7+8 7+8 7+8 7+8 7+B
Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 C4+1 C4+1 04+1 C4+1
i 36" DLO Jamb 8 8 8 8 8 8 8 1 6 8 8 8 1 8 8 8 8 8 I
a. P-hook 6+7 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 1 7+8 7+6 1 7+8 7+6 7+8 7+8 7+8 OH LENGTH
HeadIsili C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 r
T 42' DLO Jamb ;6+
8 8 8 8 6 8 8 6 8 8 8 8 8 8 8 2
P-hook 6+7 0+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 mi
7+8
41" HEa"Ill 2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 = 00I OH RATIO z 1
�" DLO Jamb 8 8 8 8 B 8 8 6 8 8 8 S ❑
P-hook 7 8+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+g 7+6
FOR EXAMPLE ON USING TABLE,SEE SHEET 8.
NOTES: OH RATIO=OH LENGTH
1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL. 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 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= PRODUCT REVISED
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" as comp)yIng with the Florida
ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. Building Cod.
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= NOA-No. 17-0420.12
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866" Expiration Dat.02/17/2020
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
By _
Miam-0a roduct Contro
Stralght Astragal Lockstile @ 90•Astragal LOckstlie @ 135'Astra al Lodrstile
Interlock P-hook Lockstile @ lamb gal
Assembly —Straight Astragal Assembly 90'Astragal Assembly 135'Astragal
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy7WuSt Stile Heavy-duty Stile Heavy-duty Stile
Standard Astragal Outside Comer. . outside Corner
Inside
-EllfVs.-I-{7J,
Comer
a�1 '� \♦1111 a illr/ii7
Inside
Inside Corner Outside
Cor : tl,,.•''�iGEN
i
Corner ♦P` SF �� '
Part#60(Stile) Part#61(Stile) part#119(Out.) Part#61(Stile) * No.58705 p '
Part#60(x2) Part#60 Part#60 Part#67(Astragal) Part#60 Part#118(Corner Parts#31  Part#61
( 6 1 Part#120(In.) _ *-
Receiver) (Corn.&Fxd Mount)
r0707EL7#�QLOOYDRIYE a..rsr '�'n•. Wk :•����
IV.
FE 3aM
M41l�ieo•6W DPANDANCHORAGE �:,�ss'
CERT.OFAUM*V62W SERIES 770 ALUM.SGD-LM IMPACT ��ONAL IEN ♦♦♦
JR 044AY17 C REVISED TABLE 1. _
Jl2 ,iiia or PP`I��be ® o✓.ab r" A.LVMd MILLER P.E.
Auwama9trna scD-no NTS 6 ,22 PGT0130 C P.E.#58705
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 corner astregal anchorage on 90"or 135'comer units,see sheet 11 (May be limited by Table 2A)
Table applies to Glass Types 4,4A, ST
Door unit Height
9" " 102" 108" - _ 120"
8,8A,7,lA,8 8 8A and the 69-7/r DLO 73-7/e""DLO 79-7/8"DLO 85-718"DLO 91-716•DLO 97-7/8"DLO 1037!8'DLO iC9-718"DLO
stila/Astragal Types shown below. Anchor Group nchor Group Anchor Group Anchor up Anchor Group Anchor Group Anclror Group Anchor Group
A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
Heed5111 C4+1 G+1 C4+1 C4+1 is1 +1 +1 C4+1 C4+1 G+1 04+1 G+1 +1 G+1 G+1 C4+1 C4+1 C4+1 G+1 C4+1 G+1 G+1 C4+1 C4+1 G+1 G+1 C4+1 G+ G+1 G+1 G+1 CW
24' �� Jemb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
Palook ti+7 6+7 6+7 8+7 7+e 7+8 7*8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+6 a+9 6+B 8+9 8+9 B+B 8+9 8+9 6+9 9+10 9+10 9+10 9+10 8+10 8+10 8+10 9+10
Head3ill G+1 C4+1 G+1 G+1 G+1 G+1 G+1 C4+1 G+i G+1 G+1 C4+1 04+1 C4+1 C4+1 G+1 C4+1 C4+1 G+1 G+1 C4+1 G+1 G+1 G+1 G+1 G+1 C4+1 G+1 G+1 G+1 C4+1 G+1
31 D23'LO Jamb 8 8 8 8 8 8 8 8 B 8 8 8 B 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 t0 10 10 10
P#wok 6+7 8+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7-8'_T78_ 7+8 8+9 B+B 8+9 8+9 8+9 8+9 8+9 8+g 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
HeadSill G+1 G+1 G+1 G+1 C4+1 G+1 G+1 C4+1 G+1 C4+1 04+1 G+t G+1 G+1 C4+1 G+1 G+1 C4+1 C4+1 G+1 G+1 G+1 C4+1 G+1 C4+1 G+1 G+1 C4+1 GN G+1 G+1 G+1
LH 36' !KO Jamb 8 ti 8 8 8 8 8 8 8 8 8 8 B B 8 8 10 1010 10 10 10 10 10 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 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 g+10 9+10 9+10 8+10 9+10
Has 01 G+i G+1 G+1 C4+1 G+1 G+1 C4+1 G+1 C4+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1 C4+1 G+1 G+1 00+1 G+1 G+1 G+1 G+1 C4+1 C4+1 G+1 C5+1 C5+1 G+1 G+1
m 42' DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 12 10 10 10
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+6 7+8 7+8 7+8 8+9 B+9 8+9 8+9 8+B 8+9 B+9 8+9 8+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
41" HeadSYl G+2 G+2 G+2 G+2 G+2 G+2 G+2 G*2 C4+2 G+2 C4+2 G+2 G+2 G+2 C4+2 G+2 G+2 G+2 G+2 G+2 C5+2 C5+2 G+2 G+2 C5+2 C5+2 C5+2 C5+2 C5+2 Cr-»2 C5+2 C5+2
Z 48' tX0 Jamb 8 8 8 8 8 6 a 8 8 8 8 8 10 B 8 B 10 t0 10 10 10 10 10 10 12 10 10 10 12 10 10 10
P-hook 6+7 6+1 6+7 6+7 7+8 7+8 7+8 7+8 T+8 7+8 7+8 7+e 7+8 7+8 7+8 7+8 8+9 8+9 8+9 6+9 8*9 8+9 8+9 8+9 9+10 9+10 8+10 9+10 9+10 9+10 9+10 9+10
HeadSlll G+2 C4+2 G+2 G+2 G+2 04+2 04+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2 G+2
54' DLO Jamb 8 8 8 8 8 8 8 B 10 B 8 8 10 8 B 8
P-hook 6+7h+76+7 8+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 Not available in these sizes
HeadSlll C4+2G+2 C4+2 G+2 G+2 G+2 G+2 G+2 C4 C4+2 G+2 G+2 G+2 G+2 G+2
60" DLO Jamba 8 8 8 8 8 10 8 8810 8 8 86+7 6+7 7+8 7+8 7+1 7+8 7+8 7+8 7+8 7+8 7+8 7+81 7+8 7+8
FOR EXAMPLE ON USING TABLE,SEE SHEET 8. DLO WIDTH=
NOTES: NOM.PANEL WIDTH-7"
1)POSITIVE PRESSURES IN TABLE 2 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, TABLE 2A: DLO HEIGHT=
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 ._ DOOR UNIT HEIGHT-10.125"
(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating)
3)4-,3-1/4"AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SRI Riser Height = PANEL HEIGHT=
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (Flat or Box,see (+)Design m DOOR UNIT HEIGHT-1.866°
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Sheet 17) Pressure,psi = �I OH RATIO 2 1 PRODUCT REVISED
AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION ISFlush-1-1/Z" see note 3 O as complying with the Florida
NOT RATED FOR WATER INFILTRATION.NOT
Code
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. 2-1-2" +46.67 NOA No. 17-0420.12
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-1/4" +60.0 Expiration Dat 02/17/2020
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4" +60.0 OH LENGTH _
INSTALLED. SEE NOTES 1-3 OH RATIO= BY
OH HEIGHT Miaml a roduct Control
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS.
Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90"Astragal Lockstile @ 135'Astragal Lockstile @
Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty StIle
Standard Astragal Outside Comer FCorner
side
Outsideorns
i�_.P.'l�•I�,9Qy�' 6 Comer
V� " •--roJ.�� t 1 11 111
InsldeCor Corner .• L10ENg �C
Part#61(Stile) Part#119(Out.) e) _*: No.58705
Part#61(x2) Part#61 Part#61 Part#118[Corner Part#61 Part#1120(In.) Parts#31  Part#61
Part B67(Astragal) Receiver) (Corn.&Kxd Mount) _ •'(,.r y •� _
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TABLE 3: 1
TABLE 3A_-
Design
A:Design Pressure(DIP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)OP
For comer astragal anchorage on 90"or 135•comer units,see sheet 11 (May be Ilm Rod by Table 3A) (Water Infiltration Rating) -
Door UNt Height Sill Riser Helght
Teale applies to Glass Types 4,4A, 80" 84" 90" ge• 102^ 106" (+)Design
6,SA,7,7A, 6 ti 8A and the 9-7/ D 737/8 (Flat or Box,see DLO 79-718"DLO 86-/8 DLO 91-7/8"DLO 97-7/8"DLO Sheet 17) Pressure,psf I
Stlle/Astragal types shown below. Anchor Group Anchor Group Anchor Grou Anchor Grou Anchor Group Anchor Group
A 8 C D AL B IC D A Bj C I D I A I B I C 1 D A 8 C D A 8 C D Flush-1-112" see note 3
Lass n Pressure +/-90.0 Psf +!82.6 psf +- ps
Low-2-1/2" +46.67
17" HmWSIII 04+1 C4+1 C4+1 04+1 'C4+t C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 Medium-3-i/4" +60.0
24" DLO Jamb 8 8 8 8 8 8 8 6 8 8 8 8 0 B 8 8 10 10 10 10 10 10 10 10 High-4" +g0,0
P-hook 6+7 6+7 6+1 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 SEE NOTES 1-3
Design Pressure V-90.0 psf +/-82.6 psf +/-76.0 psf
23" HeadlSNl C4+1 C4+1 C4t1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 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+1 C4+1 C4+1
c DLO Jamb 8 8 6 8 8 8 8 8 10 6 8 8 10 8 e 8 10 10 10 10 10 10 10 10
P-took 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+g 7+8 7+8 7+8 7+8 8+9 8+9 8+9 6+9 8+9 8+9 8+9 8+9
Design Pressure +1--90,0 psf +1-82.5 psf +/-76.0 psf I
36„ 29" Head/SRI C4+1 C4+1 C4+1 G+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C6+1 CS+1 C4+1 C4+1
a DLO Jamb 10 B 8 8 10 8 8 8 10 8 8 8 12 10 8 8 12 10 10 10 10 10 10 10
e P-hook 6+7 6+7 6+7 6+7 7+8 1+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9. 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9
2 Design Pressure +190,0 psf +/-82.5 psf +/-75,0 psf
36" Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C6t2 C5+2 C5+2 C5+2 C5+2 05+2 C5+2 C5+2 C5+2 C%2 C6+2 C5+2 C5+2 C6+2 C5+2 LENGTH42" DLO Jamb 10 88 8 1012 10 8 8 12 10a 8 12 10 10 10JOH
P-fwok 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 B+9 B+9DesignPressure +/-90.0 psi See Note A w. +/-82.5 psf +1-75.0 psf OH RATIO2 148„ 41" HeadlSNl C6+2 C6+2 C4+2 C4+2 C5+2 CS+2 CS+2 C5+2 C5+2 C5+2 C6+2 C5+2 C6+2 C6+2 2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2
DLO Jamb 10 8 B 8 12 10 8 8 12 10 8 8 14 12 8 8 14 12 10 10 14 10 10 10
P tpok 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 +10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
NOTE A:+/-90.0 PSF FOR GLASS TYPES 4.4A,6,6A,7A, 8&8A; +/-87,1 FOR GLASS TYPE 7
NOTES: EXAMPLE ON SHEET 9
=OH LENGTH
OH RATIO
1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH= OH HEIGHT
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 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.
3)4-,3-1/4'AND 2-1/2•SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND DLO HEIGHT=
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN DOOR UNIT HEIGHT-10.125" PRODUCT REVISED
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA 8uiiaing coo with the Florida
BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. PANEL HEIGHT= NOA-No. 17-0420.12
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION, DOOR UNIT HEIGHT-1.866'
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. expiration Date 02/17/2020�
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. BY
Mia I-0 roduct Control
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS.
Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135°Astragal Lockstile baa
Assembly Straight Astragal Assembly 90"Astragal Assembly 135'Astragal
Heavy-duty Stiles Heavy-dutyShce Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Heavy-duty Astragal Outside Corner, Outside Inside
rMV , `p-L�r�"'.-I-I-, Corner Corner
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Part#61(Stile)
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Part#61(x2) Part#61 Part#61 part 668(Astragal) Part#61 Part#118(Corner part#120(In.) Parts#31  Part#61 =
Receiver) (Corn.&Fxd Mount) _ G 7 -
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N�lM a OPANDANCHORAGE '�ts ��ORIDP,.•G�1��
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NO FRAME "9+10"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER
SEE JAMB (9)P-HOOK ANCHORS, MAX.UNIT WIDTH DETAILS,SHEET 10
SPLICE REQUIRED @ (PERPENDICULAR TO GLASS SEE"C5"CLUSTER SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL
NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 DETAILS,INTERLOCK FOR REQUIRES"C6" SHEET 10 FOR INTERLOCK
POCKETS CLUSTER,SEE 24"MAX.O.C.
THIS AND 48"NOM.
SHEET SEE POCKET 10 P-HOOK \ PANEL WIDTH DETAILS,SHEET 11 x x
( ) r-- -- x �k -�z
JAMB MOUNTING ' x x x x f x x x x xx x x x x 6-MAX
INSTALLATION, ADAPTER 6"MAX (oj—� x x x x x x x x x x
THIS SHEET ANCHORS MIDWAY 1 O, t T MAK X.
II
&SHEET 14 BETWEEN P-HOOK i 4 PAIRS OF
ANCHORS&AT 3" I °i x=FRAME x ANCHORS
l FROM TOP& 14•MAX.O.C. I 10. ANCHORS 96" x (TOTAL B
l 21"MAX
BOTTOM o I I o UNIT ANCHORS)
4.051" 8"MAX.TO OPENING m 0 I®I + n®=P-HOOK HEIGHT o'c' PER JAMB
EDGE OF POCKET SEE I%a Q�--� O ANCHORS x (SEE JAMB
® 1a MAx.o.c.
IN I o a I l i ;0 DETAIL
DETAILS'Jc'&'Kc', m� M O=P-HOOK BELOW)
END PANEL SHEET 14&PART i i ® ° MOUNTING
ANCHORAGE DETAILS'J'&'K', H j j ° 3"MAX. ADAPTER x
24"MAX.. (2 ANCHORS) SHEET 19 FOR 1--l®) ANCHORS - —�
O.C. P-HOOK '-------8"MAX. - x x x, %✓'4�} END PANEL
+2" ANCHORS x, x x x x - x x x x x
ANCHORAGE END PANEL x, x x x x x x x x . x' 8'MAX. ANCHORAGE(SEE
ANCHORAGE �'� x' x x x x x' SKETCH BELOW)
(SEE SKETCH BELOW) �.+. AN AN
8"MAX.,TYP. "+2" 2 '+2" ANCHORAGE ANCHORAGE
CENTERLINE ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04"
24"MAX. EXAMPLE'5-PANEL 2 TRACK,90"OUTSIDE CORNER-pXX/XX0-EXT.MOUNT POCKET ANCHORAGE PLAN:
O.C. 48"x 96"NOM.PANELS,ANCHOR GROUP C IN CONCRETE SUBSTRATE(SEE TABLE 3,SHEET 8) 6" SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL
1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 END PANELANCHOR EXCEPTION,('+1"ANCHORAGE ONLY): ANCHORS MAYBE ADDED
2)ANCHOR LOCATION SPACING FOR ANCHOR DISTANCE TO NEXT AS NEEDED TO ALIGN THE
T QUANTITIES SPECIFIED IN TABLES 1-3 SHEETS 6-8: cLQC TQBE T HEAD OR SILL IF A SPLICE
48" CENTERLINE OF 21'o.c OR LESS 21" I-✓ OCCURS AT THE P-HOOK.
NOM. • INTERLOCK HEAD&SILL:8"MAX.FROM FRAME CORNERS. —
PANEL USE SPECIFIED CLUSTER FROM APPROPRIATE I MAX PRODUCT REVISED
SEE"C5"CLUSTER as complying with the Florida
WIDTH DETAILS,SHEET 10 TABLES,SHEETS 6-8 AT EACH INTERLOCK AND " cEerem wE CKexo ve a Building Code
FOR INTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, .64Now-No. 17-0420.12
ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5 "
PLUS SPECIFIED QUANTITY OF ADDITIONAL REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR Expiration Date 2/17/2020
+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT
ADDITIONAL ANCHORS 24"O.C.MAXIMUM. REQUIRED AT THEMIDSPANASPERTHEFIGUREA13OVE: By
3.5" 6"MAX' Miami-Da roduct Co—
CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR
OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE 2-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
"+2"ANCHORAGEANCHOR PAIR
REQUIRES SEE"C5"CLUSTER END PANEL
CENTERLINE CENTERLINE
"C6"CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAGE
V'�'
DETAILS,SHEET 11 INTERLOCK FOR ASTRAGAL ASTRAGAL (2 ANCHORS)A_4.051" I3.5" IMAX•
• �.� De1Y LYNN EXTERICENTERLINE CENTERLINE CENTERLINE _TI No.58705 _
(� ^+2"ANCHORAGE (� "+2"ANCHORAGE
I OF PANEL 3 I OF PANEL 4 I OF PANEL 5 *__
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS `
1070 TECFWOLOGYDRNE —-- - �O'•. ST,TE
N.VENICE,F134276 ANCHORAGE SPACING&EXAMPLE PLANS
(941)180.1600 '•.,<OR1DA,.•' \��\
x ---" CERT.OFAUTH.029M SERIES 770 ALUM.SGD-LM IMPACT AL�+NG`�`
covn•aHremn a� -- o"w•ne •"' A.LyIII'WILlk�,P.E.
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ASTRAGAL OR SPLICE LOCATION ASTRAGAL ORI (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6'DIAG.
INTERLOCK�IF NEEDED INTERLOCK—, CODITION,USE INTERLOCK I"IF NEEDED 2.04" 2.04"
CENTERLINE i CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE
3.5" 1.75" EXTERIOR6"DIAG.
1.75" 3.5" 21,.
4"DIA 4"DI G. MAX.
ERIOR
2.04" or O.C. STT
2.04" 2.04" 21" p
I
5.64' MAX.
EX )R 3'S„ 7• EXTERIOR 4"DIAG. 7" EXTERIOR 7' 3.5" O.C.
v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL V 7 6'MAX.
2-TRACK FRAME HEAD/SILL7�'— 5 64„
0 ASTRAGAL OR INTERLOCK Cla ASTRAGAL OR INTERLOCK @I ASTRAGAL OR INTERLOCK I _2-TRACK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") 6"MAX.
ANCHOR PAIR Njup
F4-TRACK
ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6'DIAG. FRAME JAMB
INTERLOCK-4_;F NEEDED INTERLOCK CONDITION,USE INTERLOCK�IF NEEDED EXTERIOR ANCHOR PAIR
CENTERLINE I CENTERLINE I C6"CLUSTER DETAIL) CENTERLINE 3.5" 2.04"
3.5' 7"
ANCHORS MAY BE INSTALLED
0 21" EITHER IN THE EXT.OR INT.
2.04" `DIAG. MAX. TRACK(INT.SHOWN)
4.08" 4.08" O.C.
2.04" NOTES:
5.64" 1.ALL DIMENSIONS SHOWN
EXTERIOR7" EXTERIOR 7" 4"DIAG. ExTER10R 3.5" ALLOWED.ARE
ON MIN.
v 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V A 6"MAX. 2.FOR HEAD SPLICE
3-TRACK FRAME HEADISILL LOCATIONS/ANCNC SILLHORAGE AT
Q ASTRAGAL OR INTERLOCK a ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK P-HOOK SEE SHEET 9.
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR PRODUCT REVISED
as comp)yIng with the Florida
ASTRAGAL CK SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR
(FOR SPLICE FOR SPLICED Building Code
INTERLOCK IF NEEDED (FOR SPLICE CONDITION,DO NOT CONDITIONS ONLY: OA-No. 17-0420.12
INTERLOCK INTERLOCK—]USE
CONDITION, USE THIS DETAIL SPLICE LOCATION Expiration Dat 2/17/2020
CENTERLINE I CENTERLINE I " CENTERLINE ) p
C6"CLUSTER DETAIL) IF NEEDED -
�I 1.75" � 3.5" 3.5" 6y '
3.5" 3.5" 7" miam=product Control
2.04" 4"DIAG. 2.04" 4"DIAG. 2.04"
2.04" 5.37"DIAG. 4"DIAG.
4.08"
4"DIAG. I 2.04"
\1etilullllr7
3.5"
EXTERIOR EXTERIOR 7" TERIOR 7" 3.5"
•V 4-TRACK FRAME HEAD/SILL V �``C1'`�.v�''�•I•C•E••N-S•.FN�.���''�i
'
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL = P'
cD ASTRAGAL OR INTERLOCK (aZ ASTRAGAL OR INTERLOCK =*? No.58705
�a)ASTRAGAL OR INTERLOCK
(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 =u !
O STATE
1070 TECHNOLOOYMVE ernl"a•• - 'n R ((J
N•�1 e�75 ANCHORAGE,EXAMPLE CLUSTERS %�iS`s''�°R!°"•••'G��:�
CERT.OFAUTH.#29295ju-T
SERIES 770 ALUM.SGD-LM IMPACT �'�;�NA110 W `
JR OMXv'17 C NO CHANGES THIS SHEET oow5x 17 �+�' a..xrrw R.
G ay. gree Uadr"a LLb: pp7apA915sy,_ A.LYNN MILLER.P.E.
JR 10nOrya Au nrsaaear® so0na NTS 10 s 22 PGTO130 C P.E.#58705
2.04" 2.04" INTERIOR 2.04" INTERIOR X 2.04"
"+1"ANCHOR
INTERIOR INTERIOR 7^
4"DIAG. ?DIAG. 8.94"
6.12" 6.12" 3.5" 3.5"
INTERIOR INTERIOR 7 INTERIO 1 INTERIOR 1 CENTERLINE
90 3. " 90 3. "
EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. OF PANEL
3.5"" 4„ 3.5" 4" 3.5" 3 5" 4„ "+2"ANCHOR
2.04" EXTERIOR 2.04' 4P2
04" 7„ 2.04 EXTERIOR 4" 2.04 EXTERIOR 4"
EXTERIOR
2.04" 4"DIAG.
90"CORNER 90"CORNER 135°CORNER 135°CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 13.5-
(USE
g5"(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER 1 CENTERLINE
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"� ANCHORS ARE REQUIRED,"C6") f OF PANEL
4.08"
INTERIOR INTERIOR
EXTERIOR 4.08" "+1"ANCHOR "+3"ANCHOR
INTERIOR 411 3 5" INTERIOR 7.41" '
90 7" 135" 2.04" 4"DIAG.
EXTERIOR
3 I 3.5° 3.5„
4.A�Ej�XTEPJOR
4.08" 7" 7"
5.37" AG. TCENTE� RLINE
CENTERLINE I OF PANEL
4" 3.5" OF PANEL 2-TRACK FRAME HEAD/SILL
EXTERIOR 7" 4" INTERIOR ON "+2"ANCHOR INTERMEDIATE ANCHOR LAYOUT
EXTERIOR ALL
90°CORNER 135°CORNER VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL
("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. PRODUCT REVISED
as complying with the Florida
*RI.R
Building Code
INTERIO2.04" NOA-No. 17-0420.12
3.5" Expiration Date 02/1/2020/2020
EXTERIOR �CENTERLINE
INTERIOR 5.88" OF PANEL BY %� ---
Miaml-Dad roduct Control
INT13t&R
"+3"ANCHOR
7 2.04"
4.08"
6.12° 6.12" EXTERIOR
illlll
2.04" 4"DIAG. 3.5" 3.5"EXTERIOR 4 CENTERLINE
2.04" OF PANEL �� �IGENSF �(�
90°CORNER 135^CORNER
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
C8 ANCHOR CLUSTER REQUIRED C8 ANCHOR CLUSTER REQUIRED 4-TRACK FRAME HEAD/SILL =*: No.58705
("—" INTERMEDIATE ANCHOR LAYOUT = •: *_
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) - O _
NOTES:
1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1o7orECHNotoDrorsive noura� 0n s'^ ,oF'f
2.DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE N.VVICE,FL34276 ANCHORAGE,EXAMPLE CLUSTERS '�C�s •��oRIOP•,• ���
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. (941)4801800 S G
CERT.OFAUTH.#28298 SERIES 770 ALUM.SGD-LM IMPACT �'',QNAL, N``�
JR 04105/17 C NO CHANOES THIS SHEET. ,rw.uwt"t aur an..e p.,d,nra ia. LYNN,,
f I
® M A.LYNN MILLER,P.E,
JR 10/}4/14 u wa+rsnrsau
SC-D-770 NTS 11 22 PG
T0130 C RE 58705
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 SEF_TABLE A,SHEET 1
2-1/116— F2-1/16"' NOTES:
EXTERIOR 1/4" 1/4" - 1/4" 1.ALL DIMENSIONS
MAX. MAX.
MAX. SOWN ARE BASED
SHIM EXTERIOR SHIM EXTERIOR _ _ SHIM N MIN.ALLOWED.
/ti T a 2.METAL OR WOOD
EMBEDMENT: �r Ii SUBSTRATES MAY BE
SEE TABLE A, ���111 USED FOR ALL FRAME
SHEET 1 TYPES PER TABLE A,
WAND 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 •DIAGONAL O.C.IS
®2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD MIN 4'(HEAD&SILL)
w WOOD INSTALLATION WOOD INSTALLATION �METAL INSTALLATION OR 6'(JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11.
SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEEANCHOR
&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 a ANCHOR ANCHOR n MIN.OF 3 THREADS BEYOND
NOTE 5,SHEET I NOTE 5,- NOTE 5, THE METAL SUBSTRATE
1(1/4'MAX) 1 SHEET 1 1 SHEET 1
._ya,- ,:::.,;r,< r (1/4"MAX.) .:. :..,:;...;., 1 (1/4-MAX.) -11
EXTERIOR T EXTERIOR EXTERIOR I EMBEDMENT:SEE
�j TABLE A,SHEET 1
2-1/18" 2-1116"' �2-1/16"' 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
2-TRACK FRAME S11 &j%3-TRACK FRSILL 4-TRACK ILL
WOOD(INSTALLATION Ew WOOD INSTALLATIONMETAL INSTTAALMLATION
EMBEDMENT:SEE PRODUCT REVISED
TABLE A SHEET 1os oompying with the Florida
EMBEDMENT:SEE salidN Code
riop-rio, 17-0420.12
TABLE A,SHEET 1 EDGE DISTANCE: Expiration Data 02/17/2020
�j SEE TABLE A,
METAL TYP., SHEET 1 By
EMBEDMENT:SEE
TABLE A,SHEET 1 ~i � EDGE DISTANCE: SEE ANCHOR mia roue trot
EDGE DISTANCE: SEE TABLE A. NOTE 4,SHEET 1
2X WOOD TYP.,SEE ANCHOR SEE TABLE A, TYP SEE ANCHOR WOOD SHEEP 1
NOTE 3,SHEET 1 SHEET 1 NOTE 3,SHEET 1 2-1/16"'
SMS ANCHOR NP.,
2 1/18"• SEE ANCHOR NOTES
WOOD ANCHOR TYP., 2-1116" &TABLE A,SHEET 1
SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN.OF 3
&TABLE O SHEET 1 SEE ANCHOR NOTES THREADS ` Y LY
&TABLE A,SHEET 1 EXTERIOR BEYOND THE `. . .........
EXTERIOR �R_ METAL UGENg�
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EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE:
CONCRETE 1.ALL DIMENSIONS
PER TABLE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED
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EXTERIOR t MAX. M NI 4G(HEAD IS
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SEE TABLE A, JJ I_ MAX. EXTERIOR } MAX. EXTERIOR
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SHEET 1 SHIM v SHIM
PROPERLY SECURED 1X CONCRETE ANCHOR TYR, PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES WOOD BUCK TYP.,SEE SEE ANCHOR 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
CONCRETES FRAMECK TALLLATION ec CON RETE INSTALLACK FRAME TION Cc CONCRETCK FRAME
INSTALLATION
CONCRETE ANCHOR TYR, PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
SEE ANCHOR SEE ANCHOR SEE ANCHOR
NOTE 5,SHEET NOTE 5, NOTE 5,
1(1/4"MAX.)J_ SHEET 1� SHEET 1
T j
(1/4'MAX.)
(1/4'MAX.)� x.
EXTERIOR } J. EXTERIOR 1 EXTERIOR
a 2,1,6 a 2-1116 a2-1118' CONCRETE
PER TABLE
EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE PER TABLE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 A SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1
ME SILL
CONCRETE INSTALLATION Ec CONCRETECK RINSTALLATION Fc COE SILL 42� NCRETCK E NSTAL-__ION
EMBEDMENT:SEE ---
TABLE A,SHEET 1 ---ri PRODUCT REVISED
as complying with the Florida
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EMBEDMENT:SEE NOA-No. 17-0420.12
TABLE A,SHEET 1 -�I EDGE DISTANCE: expiration Date 02/17/2020
EDGE DISTANCE: PROPERLY SECURED SEE TABLE A
EMBEDMENT:SEE f
CONC./CMU ANCHOR SEE TABLE A, SHEET1 ByTABLE A,SHEETYP.,SEE ANCHOR SHEET1 1XWOOD BUCK TYP., ucControl
SEE ANCHOR NOTE 3,PROPERLYSECUREDTANCE: NOTES&TABLE A,
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FRAME JAMB SHOWN ARE BASED
REQUIRED A7 ALL '...r 2.693"MIN. ON MIN.ALLOWED.
INSIDE POCKETS EDGE
EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS
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SEE ANCHOR NOTES ` ANCHOR TYP SEE
&
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SEE TABLE A, ALSO SEE TYP. SHEET 1 ALLAPPROVED
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TABLE A,SHEET 1 EMBEDMENT: i�,f 28 SHEETS 6-8 FOR
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ILLUSTRATION,SHEET 9) A,SHEET 1 ILLUSTRATION,SHEET 9)
EDGE DISTANCE
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SEE ANCHOR EMBEDMENT:SEE P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU
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SUBSTRATE &TABLE A,SHEET 1 •i,- �: (ALSO SEE TYP.
se EMBEDMENT: ;�;::;�,.. .. M PRODUCT REVISED
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SEE TABLE A, +' Building ods
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90"
SILL DETAIL'D',SHEET 18;T DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
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'DVV&'DC',SHEETS 12&13 —
SILICONE HOT-MELT BUTYL
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