HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online
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*Product # Product Approval
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Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Emall
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Cendficatlon Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Data Approved
gaunt
FL251-R26
Revision
2014
ved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC
the Commission if necessary. '
r....,
L1070Technolc
Industries
e
eF425 , L 3(941)486-0100 Ext22318
druark@pgtindustdes.com
]ens Rosowski
jmsomki@pgbndust6es.com
]ens Ros nvskt
1070 Technology Drive
Nokomis, FL 34275
(941) 486-0100 EA 21140
)rosowskl@pgtindusbies.cgm
Exterior Doors
Sthi ng Exterior Door Assemblies
e or s[inq
Mlaml-Dade BCC) - CER
Mlaml-Dade BCC) - VAL
Standard
TAS 201, 202, 203
Method 1 Option A
08/17/2016
08/26/2016
08/30/2016
SCANNED
BY
St. Lucie Countv
Year
1994
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Florida Building Code Online
Page 2 of 3
Summary of Products
FL #
IModel, Number or Name
Description
: 251.1
ISGD - 670 (Non -Impact)
Aluminum Sliding Glass Door
Limits of Use
Certification Agency Certificate
i.. Approved for use In HVHZ: Yes
Fl 5_1 R28 C CA�
j Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant: No
04/07/2020
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
FL251 R28 it 16-0629.03.odf
product performance information, anchorage d46alis, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing information.
Created by Independent Third Parry:
!
Evaluation Reports
Created by Independent Thm Parry:
251.2 ISGO - 620HP (Non -Impact)
Aluminum Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
P1251 R28 C CAC 16-0629.04.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
03/24/2020
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
FL251 R28 Ii 16-0629.04.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:
251.3 ISGD - 680 (Non -Impact)
Aluminum Sliding Glass Door
! Umits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL251 R28 -C CAC 16-0629 05.odf
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 Not Cceptance for
FL251 R28 it 16-0629 95.Ddf
product pertortnance information, a anchor type,
Verdian By: Miami -Dade BCCO - CER
size, and spacing informatlo
Created by Intlepentlent Third Party: !
Evaluation Reports
Created by Independent Third Party:
251.4 ISGD - JJO (large Missile Impact)
WinGuard! Aluminum Sliding Glass Ooor
Limits of Use
Certification Agency Certi ica e
Approved for use In : Yes
L2ri 2-[TiL f
Approved for use outside H
ality Assurance Contract Exp: 'on Data
. Impact Resistant: Yes
02/17/2020
I Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance IN A) for
FL251 R28 it 16-0629.06.up!
product performance information, anchorage details, and ancho Pe,
Verified By: Miami BCCO -CER
! size, and spacing information.
Created by Intlependent Third
Created by Independent Thirtl Parry:
251.5 SGD - TJOHP (Large Missile Impact)
WinGuard Aluminum Sliding Glass Door
Limits of Use
Certification Agency Certificate !
Approved for use In HVHZ: Yes
FL251 R28 C CAC 16-0629 DJ.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant: Yes
03/24/2020
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance INCA) for
FL251 R28 II 16-0629.07.odf
product performance information, anchorage tletails, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Parry:
251.6 ISGD - JJOHP (Small Missile Impact)
WinGuard Aluminum Sliding Glass Door
Limits of Use
Certification Agency Certificate !
Approved for use In HVHZ: Yes
FL251 R28 C CPC 16-0629.08.odf I
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant: Yes
03/24/2020
Design pressure: N/A
Installation Instructions
{ Other: Please see Miami -Dade County Notice of Acceptance INCA) for
FL251 R28 11 16-0629.08Adf
product performanceInformation, 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 Parry:
251.7 SG'- J80 (Impact)
WinGuard Aluminum Sliding Glass Door
Limps of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL251 R28 C CAC 16-0629 10,01'
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 R28 II 16-062910.00f
product performance information, anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
j size, and spacing information.
Created by Independent Third Parry:
Evaluation Reports
Created by Independent Third Parry:
251.8 SGD-2500 Non -Impact)
Aluminum Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL251 R28 C CAC 15-0609 10 Dann
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant: No
05/22/2018
j Design Pressure: N/A
Installation Instructions
j Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
FL251 R28 it 15-0609 10 DR.Ddf
i product performance Information, anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER i
j size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
-
Created by Independent Third Party:
251.9 SGD-3030 (Large Missile Impact)
Architectural Systems Aluminum Sliding Glass Door
Umits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL251 R28 C CAC 15-0612.06 LM.odf
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 R28 I. 15-0612 fi6 LM odf
product Performance information, anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing information.
Created by Independent Third Parry:
Evaluation Reports
Created by Independent Third Party:
251.10 SGD-3030 (Small Missile Impact)
Architectural Systems Aluminum Sliding Glass Door
Limps of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL251 R28 C CAC 15-0612 Oy SM cdf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant Yes
02/14/2018
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
FL251 R28 II 15-0612 02 SM 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:
Evaluation Reports
Created by Independent Third Party:
1251.11 SGD-5470 (Non -Impact)
Vinyl Sliding Glass Door
I Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL251 R28 C CAC L4210.02.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
I Impact Resistant: No
04/21/2021
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
FL251 R28 P 15-121�,.0�f
product performance information, anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Parry:
251.12 SGD-5520 (Large Missile Impact)
Vinyl Sliding Glass Door
Limits of Use
Certification Agency Certifcate
Approved for use in HVHZ: Yes
FL251 R28 C CAC 15-1210O1.Ddf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant: Yes
04/14/2021
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
FL251 R28 IT 15.1210.01.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 Parry:
one :: 2601 B a r Scene Road Tallahassee FL 32399 Phone: 850-082-1824
The State Of Flonda 1s an PA/EEO employer Caipyright 2002-2013 State of Florida :: Privet, Statement :: AccesslbiTay Statement :: Refund Statement
Under plants law, email addresses are public racoNs. If you do not want your e-mail address released In response to a public -records request, do not send electronic
11 ro this early. Instead, coact Me office by phone or by traditional mail. If you have any questions, please carrier 850.482.1395.'Pur punt to Section 455.275
(1), Honda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must Provide me Department with an amill address if they have one. The
emaiis provided may be used for official communication with she licensee. However email addresses are public recari if you do not wsh N supply a personal address,
please provide the Department with an emall 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:
a ® EE 13
' €�CUTit�'Ai�kTttC� .
http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5... 3/7/2017
MAW NDADE 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.miamidade.eov/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 Appliegblg buiid;
This product is approved I e herein, and has been designed to comply with the Florida ing
Code, including the Velocity Hurricane Zone:
DESCRIPTI : Series "SGD-770" Aluminum Sliding Glass Door w / 90` & 135° corne .I.
APPROVAL DO rawmg o. t e cries 770 Alum. SGD - LM Impact", sheets
I through 22 of 22, dated 10/10/14, with revision B dated 05105116, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E. r ttg tfi�i farm- a e ontrol Revision stamp with
the Notice of Acceptance num and expiration date by the Miami -Dade County ct Control Section.
MISSILE IMPACT RA G: Large and Small Missile Impact Resistant
LABELING: Each unit sh bear a permanent label with the manuf ame or logo, city, state,
model/series, and following statemen : un rodnct 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# 15-1013.15 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. 16-0629.06
��Exp
iration Date: February17, 2020
Approval Date: August 04, 2016
oa�,t'7v1� Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted underNOA 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 B dated 05/05/16, 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, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
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.14-0123.10)
3. 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.:
FFL-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)
Jorge M. Plasencia, P.E.
roduct Control Unit Supervisor
NOA No. 16-0629.06
Expiration Date: February 17, 2020
Approval Date: August 04, 2016
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. TESTS (coNTINUED)
4. 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 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)
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 NOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014), dated 01/30/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 14-0128.11)
2. Glazing complies with ASTM E1300-09
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
"ButacitegPVB Glass Interlayer" dated 04/25/15, expiring on 12111/16.
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. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No. 16-0629.06
Expiration Date: February 17, 2020
Approval Date: August 04, 2016
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. TESTS woNnNum
3. Statement letter of conformance, complying with FBC-51 Edition (2014), dated
October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,
P.E.
(Submitted under previous NOA No.14-0128.11)
4. Statement letter of no financial interest, dated October 8, 2015, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted underpreviousNOA No. 14-0128.11)
G. OTHERS
1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series
"SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. approved
on 10/29/15 and expiring on 02/17/20.
Jorge M. Plasencia, P.E.
roduct Control Unit Supervisor
NOA No.16-0629.06
Expiration Date: February 17, 2020
Approval Date: August 04, 2016
E-3
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 90e/1350 CORNERS
GENERAL NOTES
1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5.
2) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM EISOO.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
3)ANCHORAGE: THE 33-1/3q STRESS INCREASE HAS NOT BEEN USED W THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA
BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 0-14.
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS. AS APPLICABLE
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEPLEX AND AGGREGATOR NOA'S, ANSVAF&PA NOS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT
FLORIDA BUILDING CODE, AS APPLICABLE.
TEST REPORTS: FrL.5980, FTL.5993, FTL6001, FTL6014, FTL6016, FTL-5017, FTLA022, FTLE023,
FTL6024. FTL6025, FTL6028, FTL-6031, FTL4033, FTL.6036 AND 71.4554
TABLE A:
Group
Anchor
Substrate
Franc
Member
14m Edge
Distance
Min
Elrbedm nt
I
1/4-EIeOUIMoon
Wrcre4m4. 265 w)
heawslWMI,
1•
isle•
DIIpe04ed TM C00)
JemS only
-l4'
STM G90. min.2 u
on
2-112'
1314
2
1I'Eka 4105.
Cm4Rea
Corcreb (min. 3.35 ke0
Ho.&Sivi.0
+•
1�4'
Ugmol•d CMU, (0.3iM
Jamb aWy
3.1IT
141C
ero . smm. PSG-0.55G901
HeeaSjftl mo
IN
1.30.
Corc mn.
3
012. IB6or410
S.S. 6MS.
(min. 11 WaadNn)
P.T. S.bd DM A (SC C90
P.T. souINm PW ISG=0.55)
ws pltl
HMwSROamb
1'
1-11/'
N=In n'r083-'f5•
Ilead3lNJemb
Y3'
wr
BDS'
Olk3'
51ee4 AST
SIeel SIAA553Ge33'
t1 SWJ.b
H SWJamo
YB•
I YB•
0.DSD'
Oe151'
va• can I60 Bs.
A99m6a4r
C4aemle(W. 3275 Mc1)
Wk Sllll mb
MW
13/T
unDmube GNu. (AstM oeD)
,hmn muy
T
1-ur
GmIffid WU (As7M C90, mb.3 kY pmup
JamO oNy
T
Y
D.T. Soulbem Plro 4G=0.58
FkedfSlLJomb
1'
1J/B'
q
e1x, SmeI SMS-S
(-11 tt-dMA)
P.T. 62rom PDre (SG=0.65)
HeadI5lBJamb
Ll6'
IJ r
uwninun, 6o03-Ts•
HveNeiwJvmb
a5'
ODDS,
s4e1, A36'
HeaW5lBJmnb
L0•
DOT
Sleet Stud A653Gr. 33•
....I.Jemb
I IT
O.D151'
MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN.
STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND
TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
"P-HOOK INSTALLATION REQUIRES 2.69Y MIN. EDGE DISTANCE. REFER TO SHEET 14 FOR
ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS.
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DARE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO
ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. GENERAL NOTES ......._.... 1
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. EXAMPLE CONFIGS.......... 2-3
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN I-1/2' THICK. PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS GLAZING DETAILS ....... .... 4,5
INSTALLED DIRECTLYTO SOLID CONCRETE. WOOD BUCKS DEPICTEDAS 2XARE 1-12'THICKORGREATER. 1XAN02XBUCKS ANCHORAGE... .............. _..6-14
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE DESIGN PRESSURES....... 6-8
RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. INSTALL DETAILS............ ..12-14
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO ELEVATIONS ..................... 16,16
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. PANEL/ SILL TYPES......... 17
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK NON-METALLIC GROUT, CROSS SECTIONS ............ 18,19
MAX. 1/4' THICK &3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT PARTS LIST ....................... 20
TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30p FELT PAPER OR MASTIC IS EXTRUSIONS .................... 21.22
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
DESIGNPRESSORE PATLNp IMPACT RATING PRODUCT REVISE[
TABLE B SEE DETAILS ON SHEETS 4 & 5 pa come In with ae T
Glaa
T19e
Dewfipdm (U9ed from Ez4dor to Intedon
W
]/16'Lemllated:L:)ll:ea olYl6'HS Qeca MN.aBP PVB btedryer
WA
Li8'Iamuubd: RlLP.ea s11/1'HS e4aaailn a9]'PVB Weds er
34.
HWLDA 4 R)UleaplYITHSOdaa•MM.D90'BG Wed w
L18' Lem4ated RI U4• at LI' HS G4ec Iudh .09P SG H4dayer
r5
V lambtld LG: LIr T64dor CV+We ar Spx rTAW L Imted(2) UNS d SIT He Oms MIh.097 PVB Wealryel
GSA
I•Lamlwled LG-. llr T Utedo, Ca. WIC Air SIem. 7118• La W;(2) m- 0&IT He Gins Mtn.097' We WedaR
Be
1'Lvnl LC: LIT T Eatedar + 31WAr Share a 7118' Lm ; (2) a•s 0 LIB' HS Wa¢c MM-W SO WedWv
t1BA
1'lam4Me0 LG: 114'TE[(elnr Ce •Yf6'ar Slsda a]It6'Im4eted: Lan orLlB'HS Wass Mm.lBp'SG W w
GT
ilie'lmxna4aR U4a arY15'ANNG4ce M4.OSV BG We er
MA
Y16'Lm 1. MUM vy l/4'PNNGh¢¢MN.fBP SG FIedayer
G3
1'WnNaledl.0.:3118'TEa4dor Cep�YB"ar5 roa1118'Leminabd R)LDea of Lt6'ANN GIa¢e MP.0DTSGWO-1•r
DOA
i'Lemina4d LG.:ll4'TFatedor rep a 611WAr Spame711VUminated(2) UN dWIC ANN G4ee M0.090' SG Ntadaor
rJ-Rr. nalmLcmae
SEETABLESI,2&30N
RATEDFORLARGE&SMALL
BWldln9 Eade
SHEETS e,]&B
MISSILE IMPACTRESISTAtIm
moA .. i6.0629.06
STANDARDS USED:
Eaplag.n Bate 02ld7/2020
•2014 FLMIDA BUILDING CODE (FOCI STH EDITION
By
•ASTME13000I)
Mlem productCunfl
•ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION N•ALUMINUM
DESIGN MANUAL. ADM4010
•aslst9De71sz-2D+D
GLAZING NOTES:
'ANN'=ANNEALED
'HS' = HEAT STRENGTHENED
=TEMPERED
'PVB-=.090' BUTACITE® PVB BY KURARAY AMERICA. INC.
'SG' =.090' SENTRYGLAS® BY KURARAY AMERICA, INC.
1 • 22 I PG70130
�` y( LYNN
SN'�'JCENSF.<<�'4
No. 53705
'q STATEOF kT:
O'C FLORION.��\_�
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH NOM. PANEL TH
PER TABLES I-3 t PER TA ES 1-3
HEIGUNIT fHT t ' i�gy 1UNIT
EGHT /
PERTABLES I3 i P RTABLES I3
Power
NOM. I
PE
MAX
HE
PERTA
�m
m
T
m
MW�n�
3-PANEL CONFIGURATIONS
3 3
NOM. PANEL WIDTH
PER TABLES 13
MAX. UNIT
HEIGHT
PERTABLES
5-PANEL CONFIGURATIONS
NOM. PANEL WIDTH
PERTABLES 13
°'HMAX UNIT
y G HEIGHT
to PER
9 TABLES 13
CINT.Q".WM/86B
14
6Re
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL'Jw ;'Je','Kw' OR'Kc' INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFGURATION CAN BE
pXXXXp, P)OM OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2)90'8135- CORNER CONFIGURATIONS CAN BE A COMBINATION
I OF ANY 2 STRAIGHT CONFIGURATIONS.
I �3w c 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
IF
W� 'X'= OPERABLE PANEL,
'O'=INOPERABLE PANEL,
I -
'p"=POCKET DETAIL LETTER
�t___ W =WOOD OR METAL INSTALLATION
�'c'=CONCRETE INSTALLATION
1
i LSHEET NUMBER
dAX. UNIT WIDTH DLO WIDTH =NOM. PANEL WIDTH -T'
DLO HEIGHT= DOOR UNIT HEIG14T-10.125-
3 1 to PANEL HEIGHT=DOOR UNIT HEIGHT - 1.866"
I
I
a
PoGIEi I m
1
4-PANEL CONFIGURATIONS _
MAX. UNIT WIDTH
NOM.PANEL WIDTH
PER TABLES 13
MAX. UNIT
HEIGHT
PER
TABLES 13
EGD]Id
-2 - 22
sEe
/ noT
/ zn
BHE
PRODUCT REVISED
e ,id¢myp �� Itn un Pmdm
Mow -No. 16.0629.06
Expwu¢n oate02117/2020
Br—
Mlam4 p,l"mduct Gn, l
77
A LVREMILLEy PE.
P.EJ 6Ble4
EXAMPLE CONFIGURATIONS
MAX. TESTED UNIT W IDTH =
356-7/16' @ 9V HEIGHT
300-1/4' @ 120' HEIGHT
NOM. PANEL WIDTH
PER TABLES 1.3
MAX. UNIT 1n
HEIGHT,
96' OR 120'
MAK UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES"
POC u
CfMii�itii�iit 1
M EIGHT
PER TABLES I-3 �N
7-PANEL CONFIGURATIONS ,
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER PER TABLES 1-3 I
MAX. UNIT 19
HEIGHT 1 1
PERTAB1LES 13
I--
�nk101 k%,i ,zAtk
l
m
m
ryaFl-n
f
W
�
W
m
L
c
&PANEL CONFIGURATIONS
CONFIGURATIONS NOTES:
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL "Jvr,'Jd, "KW OR'Kc" INSTALLATION.
EXAMPLE: 4-PANEL)O= IN POCKET (p) CONFIGURATION CAN BE
LON BE OXKXp. OR XXXXP. OXXX IN POCKET CONFIGURATION
CA
2) 90- & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, BEE TABLES 1-3
'X' = OPERABLE PANEL,
"O'= INOPERABLE PANEL,
'p-=POCKET
DETAIL LETTER
W c WOOD OR METAL INSTALLATION
1V v=CONCRETE INSTALLATION
LSHEET NUMBER
OLD WIDTH =NOM. PANEL WIDTH-7-
DLO HEIGHT= DOOR UNIT HEIGHT -10.125"
PANEL HEIGHT =DOOR UNIT HEIGHT-1.866-
PRODUCT REVISED
mpt In with the Plodda
Bcoettina Lloe
N m.. 16-0629.06
e=pimton RaWO211712020
By
MIa�De@9mtluct Control
WRArIONS
I. SGD-LM IMPACT
n.+n ALYNNMI1 P.E
3 • 22 PGTOI3O S P.EA58"5
GLAZING DETAILS (G3 G3A G4 G4A G5 & G5A)
7/16" NOM.
7/16' NOM.
I'NOM.
3116" HS GLASS
3116"HS GLASS
_
311W HS GLASS
090' PVB
.090, M
.090" SS
3/16" HS GLASS
3116" HIS GLASS p4
3I7 fi" H3 GLASS �4
31B" AIR SPACE 74
3116- T GLASS
E%TERII 3/4"NOM.
E%TERIO 314'NOM.
GLASS
3
GLASS
SITE
124-12 GLASS
BITE •
BITE
TERIOR
a
60
80
79
IN
54
55
7/16" LAMINATED GLASS TYPE 03
7/16" MINATED GLASS, TYPE G4
1" LAMINATED I.G. GLASS, TYPE G5
9/16" NOM.
9/1 S. NOM.
1"NOM.
3/16" HS GLASS
1W HS GLASS
1/4' HS GLASS
.090" PV8
.090" SG
3116" HS GLASS
1!4'H
1/4' H$ GLASS 7<
6/i6"AIR SPACE 74
114" T_ GLASS
82
B9
3/4" NOM.
3/4" NOM.
aGLASS
E%TOR
IXTEROR GLASS
120.127 GLAGG
BTIE
BITEE%TERIR
PRODUCT REVISED
asNNmplyin9 wlq ll,e Floliaa
eunamy CCOJJee81
n0a-No. 7fi-0629.06
79
E p4u0"n DatD02/17/2020
54
66
Dy
'
mlam ro uc onvo
GLASS, TYPE G3A
9116" LAMINATED GLASS TYPE G4A
1" LAMINATED I.G. GLASS TYPE G5A
9116" LAMINATED
GLAZING NOTES:
"ANN'=ANNEALED
'"•
'HS'= HEAT STRENGTHENED
'.'.7" '
'T"=TEMPERED
:,
'PVB' =,090' BUTACITE PVB%Y KIIRARAY AMERICA, INC.
_
p pit
w
'SG' =.090" SENTRYGL PAY KURARAY AMERICA, INC.
JRrr
t6Dsxre
GLAZING DETAILS
SERIES 77O ALUM SGD-LM IMPACT
��,
a„
�,,.
laerxfiurmo
w.+fw
A. LYIy P.E.
'�'
DEgy a=num. nv2N6
®
sCo-7ro NTS 4 -22 PGT0130 ElPEN
REVS76B705
.ors`
imfaia
GLAZING DETAILS
(G6 G6A, G7, G7A G8 & G8A)
P NOM. 7/16' NOM.
1' NOM.
3/16' ANN GLASS
3/16' HS GLASS
3/18' ANN GLASS
.090' SG
.090" SG
.0"' SG
3/16" ANN GLASS
3/16' HS GLASS
—
3/16•ANN GLASS
74
—
3/8'AIRSPACE 74
31B'AIRSPACE
76
3/16' T GLASS
3/16' T GLASS
-
03
03
EXTERIOR
3/4'NOM.
3/4'NOM.
�G•LASS
GLASS
120.127 GLASS
12027
a
BITE
BITE
BRE
E%IERIOR
WMORR
70
1" LAMINATED I.G. GLASS TYPE G6
H
7/16" LAMINATED GLASS TYPE G7
1" LAMINATED I.G. GLASS, TYPE G8
1- NOM.
9M6' NOM.
1' NOM.
$116' HS GLASS
3/16" ANN GLASS
.090- SG
1/4' ANN GLASS
.090' SG
3/16' HS GLASS
.090° SG
3116' ANN GLASS_
5/16°AIRSPACE 74
1/4'ANN GLASS 74
6/16-AIRSPACE ]s
1/4' T GLASS
1/4' T GLASS
-
ez
e3
3/4°NOM.
3/4' NON.
FXERIOR GLASS
�
124-1 3GLASS
12at2] GLASS
a BITE
BITE
BITE PRODUCT REVISED
IX]ERIOR
ee [omplylu, wID, Mu Fla Ea
9utlGing GW"UU
g1
EXTERIOR
NDA-No. 16.0629.06 -
70
79
Fjptmmn DW. 02117/2020
!6
�
55
By
Mlamf4pde rm u[I o"
1" LAMINATED I.G. GLASS, TYPE GOA
9116" LAMINATED GLASS TYPE G7A 1" LAMINATED I.G. GLASS, TYPE 38A
GLAZING NOTES'
'ANN'=ANNEALED
'HS' = HEAT STRENGTHENED
-
T=TEMPERED
'PVB'=.090°BUTACITE Y KURARAY AMERICA, INC.
'SG'=.090'SENTRYGIA YKURARAYAMERICA, INC.
I. SGD-LM IMPACT _1?�1�•`'''L�'�
�+� A. LYNVu51ER P£
5 122 PGT0f30 B P.EA55703
TABLE 1:
Design Pressure (DIP) and Anchor Quantities Required, (for all approved
Maximum DP for all sizes: +601.60
configurations on Sheets 2 & 3)
(May be tmited by Table 1A)
For comer astragal anchorage on 90• or 135• corner units, see sheet fl
Door Untt
Hei9M
Table applies to Glass
80•
ep
98
Types 3, aA, 5, 5A. 7, 7A. 8
O
]/e' D O
& /B' G O
88A and the Sllie/Astragal
AhCw. wp
Anc Group
Anchor Group
it
rGmup
typessMwn
belvx.
1
2
3
4
1
2
3
4
1
2
3
4
1
2
3
4
Head/Si
.I
+
GF+1
C+1
C#1
C+1
C+1
Cal
a1
CA+1
(i{t
♦
mat
f1
24'
0L0
Jamb
8
8
e
8
6+7
a
7+8
8
7+8
8
7+8
e
7aB
a
7+B
8
]re
B
7+8
e
T+e
8
7a8
8
7+B
�P-hook
Hesel
6#7
C4a1
6+7
Cai
fi+]
C+1
C+1
1
Ct1
C4a1
Cai
C441
Cr1
C+1
Cas
C#1
Cba1
C+7
37
0.0
Jamb
8
8
8
a
B
8
B
8
T+a
8
e
B
t+e
B
7+6
8
RB
8
7+8
P-nook
6+7
6+7
fiat
B+7
7+8
7+8
7+8
7ae
7a8
HeU—
C+1
C4+1
C+1
Ca1
1
T77
C+1
CMI
C+1
O I
C+1
C4+1
C+1
C+1
C+7
C+1
0.0
Jamb
8
B
8
8
B
B
8
B
8
8
8
B
8
8
PJtoak
6#7
fiat
8+7
B+7
m
7+B
7+B
7+5
7+u
1+B7♦g
7aB
]aeCai
Cal
C41
C#1
1
CNCA+C4+1
C#1
C+1g
42'
�Q
Jamb
a
8
8
8
e
8
7+0
8
7+8
8
7a8
B
7+8
B
7#B
8
7+8
8
Rg
e
7+8
8
7+8
e
7+8
Heatl/SIII
a+7Bat
C+2
Cat
B+T
C+2
B+7
C4+2
C+2
Cat
C+2
Ca2
C+2
C+2
C+2
C+2
C+2
C+2
C+2
C+2
48•
DLO
Jamb
B
8
8
8
fiat
8
]+8
B
]+e
8
7+8
e
7♦8
8
7+B
8
7*8
8
7+8
8
7a8
B
7+e
B
7♦8
8
AB
8
7#e
P-hook
G+7
fiat
8♦7
FOR EXAMPLE ON USING TABLE. SEE 51-iEE1 A
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 34/4• SILL.
2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS
60.0 PSF MAX. WHEN USING THE 4- SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TABLE 1A
3) 4'. SAW AND 2-1P1' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 140 SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
6) DOOR SIZE TO COMPLY WITH CURRENT FED EGRESS REQUIREMENTS WHEN REQUIRED.
8) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
kZ da4111ry
Bill Height to Max. (+) DP
(Water Hthmtian Ratlng)
I Riser Hdght
(+) Design
(Flat or Ba, ass
pressure. pat
I
Sheat 17)
Fv2ass
n4e73
w
#
Madra-311W
I +600
Ni -4'
1 +80.0
SEE NOTES 1-3
DLO WIDTH=
NOM. PANEL WIDTH -7'
OH LENGTH i_-
('l
Wy �I OH RATIO a1
T o
Oj
1
DLO HEIGHT =
DOOR UNIT HEIGHT - 10.125-
PANEL HEIGHT =
DOOR UNIT HEIGHT - 1.866-
OH RATIO = OH LENGTH
OH HEIGHT
Interlock
P-hook
Lockstile@Jamb
Straight Astragal
pssambI
Locy l,@
Straight Astragal
90'AtVagal
Assembly
lacksele@
90-mragal
135'Astmgal
Assembly
Lccystrle@
135'Asingal
Standard Stiles
Standard Stile
Standard sale
Standard Stle
Standard ARragal
Standard Stile
`.�i�
Heavy-0uNStll.
Outside comer r
yF=P�J-IL
�.I`
Inside Corner '1I
Heavy-0u[y Stile
OUDIde
Comer `j
�+
.Ida
Carter
Henry-0ury Stile
Inside
Corner
OUKide
Corner
Ileavydury stlle
OFF 76y
Parta60 (x2)
Part MA
Partd60
Part 060(Stile)
Partg671AslragalJ
Partg80
_7
Partk61(Stlle)
Partgerei(co'
"04119(DUL)
Partp12ofn.)
Parttl61(Shce)
(CP  03ns)
Partx61
smTm I MS 1 6 a 22
PRODUCT REVISED
complying with the Florida
NO". c.d. 16-0629.06
HDAJ n.
eapimeon Pat. 02/17/2020
By
Miam ua Con Vol
TABLE 2:
Design PresBure (DIP) and Anchor Quantities Reguired1 aBar configurations lions on Sheets 283)
Max4npa DP for allsizes:aea: 1601450
lW ona,-d
Fmwmar aslrgelanuoa9e an BO' or 135' coma mdb, eea sleet It
pay W GmbMby TaOb U)
tMJ9m
Tau. ep0m. b Ga.- Type-
01Y
�-
e6•
102'
108'
1, 4A 0. BA, 7,7A, 8&SA
fiA718'
OLO
7y}te
O
iP71B•
W
0{A
85-t/B'
OLG
Bt-T/B'
p.0
B7.7I8'
GLO
IOS /8'
I.-
G.G
104i1B'
".
cl0
end tiw 6XIe I PeLaAd ypea
Aneaor
Gmup
Mc
rGmLP
ndnl
GmuP
MCBOr
Gaup
Motor
Gmap
a
02
tCVBW
Ana
rGmep
m or
Gm up
-haam Below'
2
]
4
1
3
]
4
1
2
]
4
1
2
3
4
1
2
]
d
1
3
4
1
2
3
<
/
2
3
4
1
U•1
U.1
GH
GH
Grf
1
+
+
N
CI+1
G.1
•1
G.1
CIa1
+1
Ua
UN
«I
GH
.1
UN
al
+1
GN
G+1
G+1
GN
UH
U+1
adSN
B
0
S
e
B
6
0
6
e
0
8
a
B
10
1010
10
10
10
10
10
10
10
10io
TY OLO .hmB
B
e
i.9
T+0
T•e
7•B
7•S
7+a
T+e
T+6
-5
8+9
ere
8+0
a+9
8+B
0+9
a.9
G10
B+10
1H10
B•to
9a10
B•10
8+10
9.10
0+)
c1.1
AB
GN
ha
C4.1
G•1
U+1
GH
GH
G.1
G.1
UN
CLrt
N
CIN
eaN
.1
GN
G.1
G.1
GN
Gai
G+1
UH
GH
G+1
GH
GH
G.1
G•1
C1+1
G.1
a
8
a
8
B
0
a
10
10101010f010tBID10
10
10
1010ON
9P MG Jamb
0
B
0
0
B
8
8
0
i.3
AB
HB
7•B
B
9a8
B+B
8+8
8.B
B+9
8+9
0+9
8.10
8+10
8+10
Br10
p.10
8+10
8+10
BtO
BN
6N
&T
7.8
h8
)+B
)+B
NB
AB
G•1
OH1
G+1
C9+1
G•1
.1
G.1
U+1
G.1
G.1
C4.t
UN
G+1
"A
C4.1
G.1
G+1
G.1
C9+1
GM11mb
IMadbll
GH
G+f
GN
Ga1
G+1
Gat
GH
ca
UN
0
10
1010
j1"'.0D
10
10
10
10
10
10
10
10
10
10
ID
10
8
B
8
B
B
0
0
8
0
8
e
8
B
B
+0
0+9
1�-2�2
6+B0.2
8«9
0+9
B+B
B+9
8+fs
9a10B+IO
9«10
BHO
0«lo
BHO
8+10
P4wak
BN
8+)
6+7
6N
7+8
7ae
7-8
T«8
GH
7+0
GH
7«0
G+1
T+8
GH
7+0
Grt
7+B
GH
7+6
U+1
H
GN
UN
GH
UH
GN1
Gal
G1+1
GH
G«1
CBN4S
YeedblYG«1
G•1
UN
C0+1
G+1
a
8
B
10
1010
10
f0
10
10
f0
10
101010100+76+7
p�G Jam-
8
B
a
B
B
0
B
B
B
0
0
0
7.8
T+0
Aa
B
5-9
a+e8+9
8.9
B+9
a.
0+9
6tl0
9+10
B+m
9ry0
9.10
8+10
9.m
Vila
0+7
6.
-7+B
]+B
T.a
U+2
7+B
U•2
7+8
Ua2
Tr8
G 2
7.8
G•2
G•2
U.2
CN2
r2
GH2
c4+]G+2
U.2
CG2
GS-2
tl 2
G+2
C9.2
G5a2
CS+2
Cs+2
Gr2
M+T
C3+2
G+TC4+2
U+T
CA+2
G+2
U+2
9
10
1010
10
f0
10
10
f0
f0
10
10
10
f0
f0
10
B
8
e
0
0
8
0
0
a
6
a
0
0
B
B•9
0+9
6+9
9+10
B•10
9+10
9+f0
9+ta
B•10
BH0
9.10
Pf .k
a.T
8N6aTBq
ire
AB
NB
T•B
7.6
7+8
Yis
7+9
7-8
7.8
T«B
a+9
9.BB•9
Bag
Haadslll
6+2
G+2
U+2
C1+2
Ur2
G•2
Ua2
G+2
U+2
G+2
CNT
+2OLG
Jama
B
B
0
B
6
a
0
B
B
9
0
Not available in these sizes
P41cok
0.1
T+a
)a8
T•a
PB
]ae
i•0
7+e
HB
i.e
)+B
7+8
1bed6H
W17
Un
Gr2
CN2
Gat
G+2
G.2
G+2
G+2
U+2
G.2
GH2
«
cfi+l
BP
�O
Jamb
8
B
0
B
0
a
e
e
e
8
a
a
8
P4wok
67
T.B
T+0
)+S
7+0
AB
YB
T+8
AB
PB
7•B
A8
NOTES:
1) POSITIVE PRESSURE5 IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4' SILL
2) WHEN USING THE 2.12- SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1}4" WILL.
POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4-SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRES. UNCHANGED). SEE TABLE 2A.
3) 4', 3-1J4-AND 2-12' 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 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM): THIS CONDITION IS
NOT RATED FOR WATER INFILTRATION,
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FED EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE
INSTALLED.
U = EXAMPLE ON SHEET 9
SLIT Height IG Ms.. (+) DP
(Water Infiltmtlon Rating)
Sill Nser Ha(ghl
(+) Oasign
(Flat or Sox, see
Pmsslae, psf
Sheol l7)
Flush-1-12'
cea rnte3
Low-2-12`
•48.8/
Medium-bt/d'
+60.0
HIBh-4'
+Bo.O
SEE NUIGb lit
DLO WIDTH=
NOM. PANEL WIDTH -7'
OH LENGTH 4- DLOHEIGHT=
DOOR UNIT HEIGHT - 10A25"
OH RATIO a 1 PANEL HEIGHT=
DOOR UNIT HEIGHT - 1.866'
OH RATIO = ON LENGTH
OH HEIGHT
4a 2 4o Fnra ARovaam Y nFTAII S.
THE FOLLOWING STILE
Interlock
& A51YWliAL
P-hook
I Y11. brl LLL eo
Lodcstile@Jamb
woo ron s..ec= a.
Straight Astragal
Assembly
�__ ��« --• ---
Lorkstile@
Straight Astragal
• -• • • • • •• -•- _.._.
90'Asta13al
Assembly
_.._.
Lockstile@
9T Astagal
137 Wggal
Assembly
Lockstile�
135'Astragal
Heavy-0ury5tiles
Heavydury Stile
Heavy-duty Stile
Heald-dutyStle
standard Astragal
Heavydury Stile
Heav"ut"cle
outside Comer
HeavydutyStlle
Outside
Corner
Insic
Heavy-durystre
Inside
Comer
Neavydurysllle
Comer
Outside
Inside Cornv
Corner
Part #61(x2)
Part 961
Part#61
Part#fit (Stile)
part#6TI S�lep
Partgal
PM H61(Stile)
Part 9118(Owner
Receiver)
Pan #119(OUL)
Part#120(OU
PaR 961(551")
Parts #31 
(COI. & Fad Mount)
Part P61
7 . 22
PRODUCT REVISED
as epmpl wlN the Florida
Bmidla9�
NoA . 16.062D.06
enpinea. oa�t.,0221172020
By /i//
Mlaml-0a� duct cantml
y `•rs-
A. LYM IJIUERP£
PEDY}0a
TABLE 3:
Anchor Quantities Required, configurations on Sheets 2&3)
(for135- allapproved cheat
MaM DP shown OIOW
Design Press ure (UP )and
SO' 11
For tamer astragal enchaaga an 90° a 135° eaneruHla. see sheet 11
(May ba Ilmtletl m/ 76DIa 34)
Vhu m)
Door Unit Hektr
Table
applies
b
Glass Type, 4 1A,
Su. 841, 90" 96"
102'•
91-70' DLO
10B'
9h IB O
6,
M. 7. 7A,
0 6
BA end the SO,
69d18' DLO } la' D O ]& IB" DLO
AMIX, Group Ah har G"Ova mhor Omup
ArxtnrOmup
Ixha GmuP
AsllaJal
lypea
shovm belax.
MOhor Gmup
3 4 1 2 3 4
1 2 3 4
1 2 3 4
+ 2 3 4 + 2 3 4 1 2
41 Pmsaun
+/-90.0 l ..
Coat GM G+1 G+1 CG+ G+t Gat li Cat Coat C41+ cNt G+1 G+1 G+1 G+i
2 Ps
G+1 C4+1 C 1 G+1
+f7. ,
Gat Gal C441 G+i
24.
tr
Hea VSN
B- B 8 8 9 8 B B 0 B 8 B
10 ID 10 10
to 10 10 10
DLO
Jamb
B 9 9 B
7+B T+8 Taa 7i0 7i8 Tfa ia0 Tab Tf0 T+B ]f0
8+9 8+9 B+9 8+9
Bag 0+9 B+9 Bag
P4so0k
6.7 647 6+7 6+7 1+3
+18 6 Psf
+1-75.0 sf
Design Free.
a/,1p,0 /
CA+1 Gat G+1 G+1 G+1 G+1 C4+1 C4+1 G+t C4++ G+1 G+1 G+1 G+1 Gal
G+1 G+1 C4h1 G 1
G+t Gat G+1 G+1
H4eW510
C4a1
e B B B B 0 B B B a B
10 +0 1p 10
to 10 10 10
DLO
Jeeb
B B 0 B 8
ia8 AB ]a8 NB ]a8 AB ]+e A8 T+e ]+B
a+9 Ba9 W9 aa9
e+9 s+9 849 0+9
pork
6a7 6a] fi+] 6f] ]+B ]tie
4/-90.Opsf
4/A25Paf
+l-T5.O P+1
Gaelp ReeSNe
Headl9N
C441 C4+1 00 Gf3 Gil G41 G42 C4+2 CM1 Gal G+2 C G+1 G+1 C9+2
ft C4+1 C5+1 D5+1
C4+1 G+1 C9+1 Oi+l
8 B 0 B B e 0 B B 0 B 8 B 10 a
10 10 10 10
10 10 10 10
DL
Jamb
6+7 ]tie Tay 7a6 7+8 7+B ]+B 7+8 7 Tao 849 8+9 aa9
+9 0+9 Bag B+9
819 Bag 8+9 0+9
PJaok
6+7 6f] 6a7
+/-pp.Opil
a/J12.5 P,1
Hd5.0 pal
Margo Preeeun
H.e&Slll
C4+2 C4+2 C4+2 G+2 G+2 G+2 G+2 C5+2 C5a2 C9+2 C5+2 05+2 C +]
C542 C5f2 C5+2 CS+2
C6+2 C942 DSf2 C5+3
4T
35°
10 10 10 10
t0 10 tD iD
Jamb
B 8 0 B B 0 a B 0 0 10 B
7+B 7aB rib 7+0 0f9 8+9 Bag
e 8 10 0
Bag B+9 6+9 aa9
OLD
849 B+9 Bag Bag
aa9 Bag W9 eas
P-h0*
6+7 1 7+8 1 7+8 1 7+8 I7+0
y.90.Op4/
See NomA baba
a/a2.b Pef
+/-]fi.O Paf
Deefgl PMSSum
G+2 C8+2 C5+2 CSa2 C6+2 C5a2 zit.
D5+2 Cea2 M+-2 M+2
05+2 C5+2 C6+2 06+2
C642 C5a2 C6a2 06a2
41°
HeeNSW
G+2 C4f2 C6+2 G+2 Gat
B
8 B 10 0,
10 10 10 10
10 10 10 f0
4B'
DLO
Jamb
e B e 8 0 8 10 B 8 B 10
0" Bag 1 Bag
1a+91 9+io 1 9+10 9+10
B+9 9+10 9Np 9f10
849 .........0
P-hark
1 6+7 1 748 1 T+e 1 748 1 1-0 1 8+9 1 10+9 0+9 18+91
co cno
J eCC NCFR A a4
6 RA 7A. 9 A BA] w mi.1
FOR GLASS TYPE 7
YUH
t rLt UN VanVV Inol.c,o--
NOTES:
7) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL.
OLD WIDTH =
2)WHEN USING THE 24/T SILL, POSITIVE WATER OP IS 46.67 PSF MAX. WHEN USNG THE 3-1/4' SILL, POSITIVE WATER
NOM. PANEL WIDTH -7'
OP 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•,3-114-AND 2-112- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I -+IT SILL IS NOT AND
DLO HEIGHT =
DOOR UNIT HEIGHT - 10.125'
MUSTONLY 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.
10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
DOOR UNIT HEIGHT - 1.866"
4) SEE SHEETS
DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
5)
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
.. .....,n,nue
n.m cuoc-re +a a 1e Cne aCSFMRIY OFTAILS-
THE FOLLOWING STLE&ASTRAGAL
Interlock
P-hook
TYPES St1PLL Bt
tockstlle EaJaoib
wtururtI trap
Straight Astragal
Assembly
a==ten«..,.,..
alght lie@
Straight Astragal
-..• 90'Astra ..•.^-^-._.._.
90nemblal
Ay
Wck traga
9o'ASVagal
13Semblyl
Assembly
35-m1e@
135•Astlagal
Heavy -dory SNles
Heavy-duty Stile
Heavy-duty SbI.
Heald-0ury5tlle
Heavy-dutyAstragal
Heavy-duty Stile
Heavy-dutyStle
Outside Comer r
,r_T`Jl.,t��ryj.l{le
Insi1de Camel
Heavy-0ury Stle
Outside
Comer
loside
Comer
Heavy-dutyStile
Il e
Come
Outside
Comer
HeaW-dory StBe
Part p61 (x2)
Part961
Part#61
Part a61 (SHIe)
Part g68 (Astragal)
Part 061
Partk61(Stllel
Partboe e[amer
Part 0119 (Ou4)
part8120 (IO)
Past p6l (Stilef
(gym^ gnFxd&Mount)
Part R63
sou- m I AFTS 1 8• 22 1 PGT0130
5I0 HelghttD (+) DP
Max.Rating)
(Water InBarsh.n
Sill Siser Height
I-) Design
(Flat or Box, seo
Pmssae, psi
Shad 17)
Flush -1.1/2"
see rate
Low-2-12'
+48.67
+wo
High-4
JOTE513
OHLENGTH I_
K
i OOI OH RATIO 21
2 ❑
D
OH RATIO= OH LENGTH
OH HEIGHT
axp mlae nate0211712020
By
roeuc< ontro
t N
A. MA MILLET. PE.
NOFRAME 7P-HOOK ANCHORAGE CONSISTS OF: SEE'C5'CLUSTER
SEE JAMB (7)P-HOOK ANCHORS, SEE•C5'CLUSTER MAX UNIT WIDTH DETAFORASTRA AL IO
SPLICE : REQUIRED@ (PERPENDICULARTO GLASS DETAILS, SHEET IO FOR SEEET10 ORINTE LOCK, X.O.C. RAGAL
EXTERIOR PLANE SEE TABLE 2, SHEET 7 REOUIRESSEE SHEET IO FOR INTERLOCK 26'MAX. O.C.
NOTE, ) INTERLOCK CLUSTER,SEE wx 1
THIS POCKETS AND \60'NOM.
SHEET SEE POCKET $ p-HOOK x \ PANEL WIDTH DETAILS, SHEET 11 x z x O r______ ��TTTT / 6'MAX.
JAMB MOUNTING o}� "w x/ x x x x w
INSTALLATION, ADAPTER I a MA% I/ w x x x x�
THIS SHEET ANCHORS MIDWAY j 1 7 x
• BSHEETI4 BETWEENP-HOOK 101 4PAIRS OF
ANCHORS&AT3' 1 L1 O w ANCHORS
FROM TOPE i I I ANFCHORS 96' (TOTALS )
BOTTOM le 0 I o UNIT x 21•MAX. ANCHORS
17 MAX. O.G, HEIGHT D'G PER JAMB
4.00 'MAX. TO OPENING @e DI 14'MAX o.G. Co=P-HOOK SEEJAMB
EDGE OF POCKET SEE iuTi I A ANCHORS w DETAIL
INSTALLATION I N
DETAILS'Jc'8'Kc', I,wg DI mo=P-HOOK BELOW)
END PANEL SHEET 148PART ��o®� I A MOUNTING
ANCHORAGE DETAILS'J'8'K', 1(1 ,� j D 3•MAx. ADAPTER
24•MAX (2 ANCHORS) SHEET 19 FOR E '—ij ANCHORS _
O.C. P-HOOK _ w x END PANEL
^'2• ANCHORS END PANEL x x" x x x x w x 6• MA%. ANCHORAGE (SEE
ANCHORAGE ANCHORAGE"' x x x' xxxx x'yY,2. SKETCH SELOIM1)
(SEE SKETCH BELOWY -2• ��2' ANCHORAGE ANCHORAGE
CENTERLINE ANCHORAGE ANCHORAGE ANCHORAGE
OFPANELI 2.04
24'MAX EXAMPLE'S -PANEL. 2 TRACK 90' OUTSIDE CORNER- XX/XXO- EXT. MOUNT POCKET ANCHORAGE PLAN:
O.C. 6Vx96"NOM.PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) 6• SPLICE NOTE:
_ NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED
1 APPROVED AN ORS: SEE TABLE A SHEET I AS NEEDED TO ALIGN THE
2)ANCHORLOC ATHPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES_1A SHEETS 6-8: HEAD OR SILL IF A SPLICE
60' • J CENTERLINE OF HEAD 8 SILL: 6" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM 21' OCCURS AT THE P-HOOK.
NOM. INTERLOCK APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAY,
PANEL SEE'C5'CLUSTER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C.
WIDTH DETAILS, SHEET IO ANCHORS PER PANEL. ADDITIONAL ANCHORS 24.O.C. MAXIMUM.
FO-AINCH RAG ANCHORS AT THE D.C.DISNT OF TANCE
PANTHE NE ARE TANCHOY 5.64'
"*2'ANCHORAOE REQUIRED IF THE .C. DISTANCE TO THE NEXT ANCHOR
CLUSTER IS OVER 24% OTHERWISE ANCHORS ARE NOT 6'MAXft, PRODUCT REVISED
3.5' REQUIRED AS PER THE FIGURE AT RIGHT: ryIn with mu Fl•84•
CENTERLINE JAMBS 8 P-HOOKS: 6' MAX. FROM BOTTOM, 21- MAX. ANCHOR PAIR O.C. (JAMBS). 14' MAX ANCHOR '1I� 9ull4ine eu�
OF PANEL O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE ' F WEJAMB NOn-xo. 'I6-0629.08
P-HOOK ANCHOR DETAILS ON SHEET 14. ANCHOR PAIR GPTn6•n D.WO211712030
'*2ANCHORAGE SEE'CS'CLUSTER END PANEL
REQUIRES CENTERLINE CENTERLINE DT
•� 'C6" CLUSTER, SEE OF DETAILS, SHEET 10 OF ANCHORAGE Mam uc con m
DETAILS, SHEET II I INTERLOCK FORASTRAGAL �ASTPGAL (2 ANCHORS) 8•
• _ 4.051" I 3.5"
• `7ir�!.
Ai
CENTMINE
BHs; •.
1
EXTERIOR V �OF PANRQ/3E "+2'ANCHORAGE I OF PANEL • "+2'ANCHORAGE I_OFPANELSE
SEE SHEET; FOR OTHER INTERMEDIATE ANCHORS , W?„x `Ib
mm rEawowaruRnEj� ANCHORAGE SPACING & EXAMPLE PLANS
w
Ne",
= trJuarsco V SERIES 770 ALUM. SGO-LM IMPACTI.,.
o•+aa 0.LYNNNRIFR,PL
um. m ant. �Aunt�na ° scD7m NTS 9 122 PGTUf80 B PFJ Sams
✓R ia/a^14
OR {SPLICE LO ON
ASTRAGAL OR I (FOR LICE
ASTRAGAL OR SPLICE L - TION
INTERLOCK�`IF
- 2.O4'
/ \
CK�I ED
INTERLOCK CONOITI ,USE
NEEDED
ICE 1
CENTERLINE 'C6' CLUS OETAI
CENTERLINE
1.76"
woR
3.5'
]' 7°
3.5�
21"
-E-I('/,//LT
a o
4°DIAG
MAX.
o.C.
2. 4'
2
2.
n
5.84 NAI
./.
4'DIAG. E%TFEn7�
R 7' 3'5"
O.
y FRIOR 7. T
fl
V HEAD/ 8' MAX
:K FRAME HEAD/SILL
2-TRACK FRAME HEADISILL
-TRACK FRAME
'AGAL OR INTERLOCK
,ASTRAGAL OR INTERLOCK OR INTERLOCK
TRAGALORIN OCK
&
WHERE 4 CLUSTER
(USE WHERE 5 CLUSTER
(US USTER
FRAME JAMS
6.1
RARE REQUI ')
CHORSCHORS ARE
ANCHORS ARE REQUIRED, 'CV)
ANCHOR
PAIR
ASTRAGAL OR I.�SPLICE LOCATION
INTERLOCK) IF NEEDED
CENTERLINE
E%i FUOR
v RACK FRAMEHEAD/SILL
_ASTRAGAL ORINTERLOCKORINTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED.'C4')
I 4-TRACK
RSTRAGALOR (FOR SPLICE ASTRAGAL OR I SPUCE LOCATION OY DIAG. FRAMEJAMB
INTERLOCK CONDfiION, USE INTERLOCK IFNEEDED FRIOR ANCHOR PAIR
CENTERLINE 'C6'CLUSTERDETAIL) CENTERLINE 204' —L✓T
3.5'
�3.5' 7` ANCHORS MAY BE INSTALLED
21` EITHER
IN THE EXT. ORINT.
2.14' "DIAG. MAX. TRACK(INT. SHOWN)
4.08' O.C.
2.04'
5.64- NOTES:
1. ALL DIMENSIONS SHOWN
4-DIAG. ExTeRicR 3.5' ARE BASED ON MIN.
7' 3.5' 6" MAX.
3-TRACKFRA0E HEAD/SILL fl 3-TRACK FRAME HEAD/SILL � ALLOWED.
PLICE
ASTRAGAL OR UIEELOCKOR INTERLOCK ASTRAGAL ORINTERLOCK INTERLOCKACK 2. FOR HEAD NCHOROR SILL GEAT
(USE WHERE S CLUSTER (USE WHERE 6 CLUSTER r - TCHOR—FRAME JAM1IB LOCATIONS/ANCHORAGE AT
ANCHORS ARE REEQUIRED.'CSj ANCHORS ARE REQUIRED.'C6-) ANCHOR PAIR P4100K SEE SHEET 9.
(FOR SPLICE
FOR SPLICED
ASTRAGALOR ASTRAGAL OR CONDITIONS ONLY:
INTERLOCK (FOR SPLICE INTERLOCK +-I CONDITION, DO NOT
' CONDITION, USE USE THIS DETAIL) SPLICE LOCATION
CENTERLINE
1'CB'CLUSTER DETAIL) CENTERLINE IFNEEDED
3.5' PRODUCT REVISED
IN IM1 R ,f4
1'
EME�P OR
v 4-TRACK FRAME HEADISBL
ASTRAGAL OR INTERLOCK OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, -051
T 0ulldlna �nEOW
NOA�Io. 16-0629.06
4'
xrEwoR 62.0e E.PIm6nn Rn1 02/1712020
eti'DWG.
.04'
3.5'
v 44RACK FRAME HEAD/SILL
ASTRAGAL OR INTERLOCKOR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, °C61
WITH & WITHOUT SPLICE CONDITION
sco-7ro�NTS110 + 221PGT0130a 221PGT0130
4111111F DIAG.!!'
I 1 —mil 3.O F > q•
2.04• J E�chwoR
90' CORNER
2-TRACK FRAME HEADISILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED.')
4.08' t�
4'
IMERIOR
4.08'
1 6.12•
JI +3.5'1—\v
2.04° I-� E �
EXFcftIO
DO- CORNER
2-TRACK FRAME HEADISILL
(USE WHERE 5OR6 CLUSTER
ANCHORS ARE REQUIRED, °CB')
— NTEHIOR
— 7' 1 1
4.06'
z 04'
INIERIOfl
EX ERI N
4' D AG.
2.04' J EXTERIOR ] 4•
135'CORRNER
2-TRACK FRAME HEADISILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'
IMEMOR
4.08'
3.5' It\ � \ 4°
3.�
EXTERIOR
TIER
�R;07 1�_I
90- CORRNNE /J
135° CORNER
3-TRACK FRAME HEAD/SILL
3-TRACK FRAME FIE?
('C6' ANCHOR CLUSTER REQUIRED
ATALL3-TRACKCORNERS)
('C62 ANCHOR CLUSTERI
AT ALL 3-TRACK COS
j4e
MERIOR
2.04'EXTERIORWERIOR
m3.5- 135
IXMRMR )"— r
6.12'
4'
4-DIAG. 3.5'
ER 4°
ALL 4-TRACK CORNERS)
3.5'
8.
8.94'
135' CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED.'C6')
�iERIOR
CENTERLINE
OFPANEL
INTERIOR ON '+2°ANCHOR
nEMEMR ALL
V VIEWS
V 4' DIAG.
2.04'
CENTERLINE
OF PANEL
'+3'ANCHOR
04"
4.08'
o RIOR
3.5-
204' CENTERLINE
�OFPANEL
4-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
(3-TRACK SIMILAR)
sco-Xro NTS 1 11 , 22 POT0130
NOTES:
1. ALL DIMENSIONS SHOWN
ARE BASED ON MINIMUM
ALLOWED.
2. DETAILS DEPICT ANCHOR
QUANTITY AND SPACING,
AND WOULD BE IDENTICAL
DIAG. FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
E% ER R
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2'ANCHOR
2.0 OIAG..
3.5• I
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7'
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INSTALLATION DETAILS
EDGE DISTANCE:
SEE TABLE A SHEET 1
MOR 2-1/16r"
E 1/4'
a o i MAX
TABLE A.
SHEET 1
TYP..SEEANCHOR '-
NOTE 3, SHEET 1
2-TRAI
w WOOC
WOOD ANCHOR TYR.
SEE ANCHOR NOTES
& TABLE A SHEET 1
WOOD ANCHORTYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
2XWOOD
TYP., SEE ANCHOR
NOTE 3. SHEET I
EXTERIOR 1
�2-1116'
EDGE DISTANCE:
SEE TABLE A, SHEET I
EMBEDMENT: SEE TABLE A. SHEET
Dw
2-TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT: SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A, SHEET
EDGE DISTANCE: EDGE DISTANCE:
A.1 SEE TABLE A. SHEET 1
2-1/10-
1/4'
MAX.
EXTERIORQgi;;f
SHIM E ERIOR
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2X WOOD /WOOD ANCHOR TYP.,
TYR, SEE ANCHOR L-SEEANCHORNOTES
NOTE 3. SHEET &TABLE A, SHEET
63-TRACK FRAME HEAD
Bw WOOD INSTALLATION
WOOD ANCHOR TYp., 2XWOOD
SEEANCHORNOTES TYP., SEE ANCHO
SEE BTABLEASHEE7I NOTE 3, SHEET
ANCHOR
NOTE 5,
SHEET 1
(1M' MAX.)
EXTERIOR
2-1116,•
METALTYP., SMS ANCHOR TYP.,
SEEANCHOR SEE ANCHOR NOTE
NOTE 4, SHEET &TABLE A SHEET
�4TRACK FRAME HEAD
�av7 METAL INSTALLATION
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SEE &TABLE A. SHEET
ANCHOR m ri re
NOTEW N ��
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THE METAL SUBSTRATE
NOTES:
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1. ALL DIMENSIONS
MAX.
SHOWN ARE BASED
SHIM
ON MIN. ALLOWED.
2. METAL OR WOOD
SUBSTRATES MAY BE
USED FORALL FRAME
TYPES PER TABLE A
SHEET 1.
METAL TYP.,
SEEANCHOR
NOTE 4. SHEET 1
EDGE DISTANCE: --I
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
3-TRACK FRAME SILL
S LL
WOOD INSTALLATION
@METAL IINSTTAILAE
EMBEDMENT: SEE
TABLE A. SHEET 1�—
EMBEDMEN7:SEE
TABLE A, SHEET 1 �I
EMBEDMENT: SEE
n
EDISTANCE
TABLE A, SHEET i
2X WOOD
EDGE DISTANCE:
2X WOOD
I
SEE TABLE
TYR, SEE ANCHOR
SEE TABLE A
SHEETI
TYP., SEE ANCHOR
SHEET
NOTE 3, SHEET
NOTE3,SHEETI
2-1116"
WOOD ANCHOR TYP.,
Wppp ANCHORTVP.,
SEE ANCHOR NOTES
SEE ANCHOR NOTES
8 TABLE A, SHEET 1
& TABLE A, SHEET 1
EXTERIOR
I
IW MAX. SHIM
EXTEwoR
1/4'MAX. SHIM
DErtX OFAiIIH. /'18�
NOTE 4, SHEET 1
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SEE ANCHOR NOTES
& TABLE A. SHEET 1
EXTERIOR f
L 1/MAX SHIM —
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mm
INCNORAGE DETAILS
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DIAGONAL O.C. IS
MIN 4' (HEAL) & SILL)
OR 6' (JAMB) SEE
DETAILS, SHEETS 10 &
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
_EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A SHEET 1
EDGE DISTANCE:
SEE TABLE A,
SHEET 1
PRODUCT REVISED
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NOTES:
EDGE DISTANCE. EDGE DISTANCE.
1. ALL DIMENSIONS
EDGE DISTANCE: SEE
CONCRETE CONCRETE SEE TABLE A SHEET I CONCRETE SEE TABLE A, SHEET I
SHOWN ARE BASED
PERTABLE LASH T
21/16' PER TABLE 2-1/16 PERTABLE 21/16'
ON MIN. ALLOWED.
A. SHEET 1 A. SHEET 7 A SHEET 1 1/4'
• DIAGONAL O.C. IS
ai0MAX- MIN LL)
SHIM
OR 6•^(JAME) SEE
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WOOD UCKTYP..SEE SEE ANCHOR NOTE & WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEEANCHORNOTES&
ANCHOR TE 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
CONCRETE ISTALaION CONCRETE INSTALLATION
NCEI®T NLL
CORETEINSTALLAT
CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP.. PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX
SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOODBUCKTYP.,SEE
TABLE A, SHEET 1 ANC NOTE 3, SHEET 1 TABLE A SHEET I ANCHOR NOTE 3, SHEET 1 TABLE A SHEET 1 ANCHOR NOTE 3, SHEET 1
SEE ANCHOR -fiFE SEE ANCHOR
NOT 5. SHEET NOTE 5, NOTE 5-
1 (1/4' MAX) S ET1� SHEETI
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A, SHEET 1
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CORETI TALLATION COCRETENSTALLATION CORETESTALLATION
NCFRAME NNCN
EMBEDMENT: SEE _wI
TABLE A SHEET i
TABLEA SHEETI —�� EDGE DISTANCE
TABLE A, SHEETI
1' EDGE DISTANCE: pROPERLV SECURED SEE TABLE A.
'' SEE TABLE A, SHEETI
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NOTES:
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FRAME JAMB
SHOWN ARE BASED
REQUIRED AT AIL
-
2.693•MIN.
ON MIN. ALLOWED.
INSIOEPOCKETS
'EDGE
TO PREVENT
DISTANCE
2. FIGURES ON THIS
EMBEDMEM: SEE
WATER
SHEET FOR
WOOD FRAMING TABLEq SHEETI
P-HOOK MOUNTING ADAPTER
INFILTRATION
CONCJCMU
ILLUSTRATIVE
WOODANCHORTYR,
OSESO
ANCHOR TYP.. SEEPURPOSES ONLY. SEE
SEEANCHORNOTES
28ANCHOR
NOTES
& TABLE A, SHEET 1 FOR
EMBEDMENT.&TABLE
A. SHEET 1
TABLE A, SHEETISUBSTMTES.
ALL APPROVED
SEETABLEA,(ALSO
SEE TYP.
SHEET1
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,;;
EXTERIOR
3. SEE TABES 1-3.
SEEi
A. SHEET 1
EMBEDMENT:
28
SHEETS BA FOR
SEETABLE A,
P-HOOK MOUNTING
REQUIRED P-HOOK
25
SHEET .1
ADAPTER CONCJCMU
AND P-HOOK
PHOOKWOOD ANCHOR TYP.,
P-HOOK
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ANCHOR TYP., SEE
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ANCHOR QUANTITIES.
SEE ANCHOR NOTES
CONCRETE OR
,-
ANCHOR NOTES&TABLE
ANCHORLSO EXAMPLE
&TABLE A. SHEET
CMU PERTABLE EMBEDMENT: SEE
A,SHEET7
ON SHEETS.
SEE TYP.
2.893• MIN.
A, SHEET 1 TABLE q SHEET 1
ILLUSTRATION
ILLUSTRATION SHEET 9
EDGE DISTANCE
SHEET 9)
FOR USE WITH
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P-HOOK FOR VSE WITH ANV SILL RISER
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Jr. PARTS#18 #2D #22OR#24.
PARTS 018 *20 #220R 924,
WOOD INSTALLATION
EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN.
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MAY ALSO BE INSTALLED IN (SEE TABLES 1A, 2A & 3A
MAY ALSO BE INSTALLED
IN
FORWATERRATINGS)
INTERIOR CONDITION FOR WATER RATINGS)
EXTERIOR CONDITION
METAL TYP..
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SEE ANCHOR
P-HOOKMOUNTING
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EMBEDMENT: SEE
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ADAPTERSMS
TYP., SEE
CMU PERTABLE TABLE q SHEETI
ANCHORTYP-SEE
NOTES 8 TABLE
MIN, OF 3 THREADS
ANCHOR
SHEET 1
,
ANCHOR
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f
28
SEE TABLE A.DISTANCE:
SEE
SHEET 1 1
JAKE A. SHEET 1
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ILLUSTRATION, SHEET 9)
EDGE DISTANCE
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W
2
SILL RISERS OPTIONS z,r ~ s,z•
EXi CORNER
BOLODKSTLE
WINANDLEm1
QT
QS
Z
Q
D_
�—
232• ExiENOR �j( EMERIOR .�2'
]32 EXdEROR �H .063' a
EXTEM°R 14.055'
ETCORNER %6
11
CT
CS
IVRNRIXER Jam-
W/HANDLE d118
�+ —L
�l 5
1.5fir
IM GGMIER
B] RECEIVER
AT
AS
DF
AMY
PRODUCT
RODVOTREM1
W(HPNOLE a18
N. FIo4tla
RISER FIAT tYo%
m1e
aECEIvEn
SILL RISER, FLAT OSILL Bunging
tro TO SO RZSFR FLAT O-10 MEOIUM. 3-1/4' 24 HIGy4' No".. 16.0620.06
eo
VF
RUSH.5ER2FLAT•
--�1 ,160' EXR1m6on Bata02J1712020
EXT CORNER
W/HMn]LE p91
VT
VS
VF
'�� .T50' �.TSp EXIEFlD.4 .�,�. Mlaml-0 mtluCt COn4a
XE ERIORR EXTERICIR EXIERI R ,062' a
a I a .082' 4.055
"CORNER m1
R
IA/r
WS
WF
w/HAIJDIE mIusIt3.305'
.
.062- 2555
SILL RISER BOX:• Et SILL RISER BOX 4J SILL RISER, BOX 25 SILL RISER. BOX ;.;.�. 5wD5
IVGLOW, OMEDIUM, SAM OHIGy4"
FLUSH 1-1/2, 2-12'
• NOT VAUD FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-0�-
roroTEmwxocraw.E
PANEL TYPES
' ^ -
NrENR2AaSZl`
_
/wtrMolFoo
per, ,,pq�p
°'
SERIES 770 ALUM. SGD-LM IMPACT
`'Y,,....
ALYMMILLERP.E.
p"mm3
sco-na
NTS 17 +22
awgw
POT0130
_
B
o.e.a
1d1at�
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
1 l—RIOR
SHOWNWITH
OPT. SCREEN
TRACK
E%TERI
a
c1
2-TRACKJAMS
P #CLT 105
W/RETAINER4106
(SHOWN WITH
FIXED PANEL TO
THE INTERIOR)
i-TRACK
;LIP #80 OR #105
NIRETAINER4123
SHOWN WITH
'0(ED PANEL TO
fHE EXTERIOR)
®2-TRACK WISCREEN
O FRAME SILL
ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
13, SHEETS 63 FOR DP (PSF) ASSOCIATED WITH STILE.
v
9
2-TRACKJAMB
(SHOWN
WITH
OPERABLE
PANEL)
e5
it]
G4
2-TRACK JAMB
fit 52
W/SCREEN
fi3
,REXTERIOR
3-TRACK
FRAME SILL
PANEL JANIS LENGTH
E DETAIL G1
ORFIXED
ANEL CLIP
12
a-
0E%TERIOR
3-TRACK JAMB 3-TRACKJAMB 4dRACK JAMB 4-TRACK JAMB
SHI (SHOWN WITH (SHOWN WITH It (SHOWN WITH Ix (SHOWN WITH
OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
4
5
113
69
EXTERIOR
a
4-TRACK MAX. UNIT
FRAME HEAD HEIGHT PER
TABLES I3
4-TRACK
F FRAME SILL
18 d 22
PRODUCT REVISED
o.Ppin with tb. FbNGa
B.Hdi., Col NOA41o. 1&0629.06
Eapiratlon Datu02/17/2020
D
Mia T" a uc onero
6'o. i;iTICE
A LYNNMILIFA, P.E.
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
3 EXTEROR
Is
=RIOR
a
LJ IWEMOR
90' I
Q w RRIO
INTERLOCK
'II
6
69
6U
61
61 11B
fl
113
113
EYTERI00.
fl_EXrew8
V
t13 103 119 ���ROR
'/
452) STANDARD
DSTILEGAL S#60
IsWRH
90- OVrSiDE WN�ER
90' INSIDE
ITEM #61 (HEAVY-DUTY
11 WITH STAND
HE4W-DUTY STILES #61
Nt 27RACKOUTS SHOJT
W 2-TRACKSHOWN�
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 6A FOR OF
(PSF)ASSOCIATEO WITH
STILES.
013V OUTSIDE CORNER
OI 2-TRACK SHOWN
s6wro
4 INTERIOR
19 a 22
E.oen11RR
16-0629.OB I
NOTES:
1) ALL ALUMINUM=6063-T6
2)1TEMS # 33-39, 56-59, 66. 78, 84-99,
721 & 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL
3) USE OF #12 OR #13 REQUIRES
MIN. #10 EMS OR 3716°MASONRY
ANCHORS ® j4' MAX. O.C.
PRODUCT REVISED
comp) In IN <M1e Florida
Bulldine �e�a 16-0629.06
NOA-Nn.
Ea h,au..Pata02M7/2020
ey
mum reduce ConVPI
awry.
rproTEaiNdnDrmnE
PARTS LIST
_
ALYMJ MILLERP.E
PELO8A15
rvl�iNeaieoB�ns
FFR%M`At]Iik1L�9
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6fdTN1
71)T$
20 w 22
a.qr
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9
JR
1N16'iq
Rem
OwGT#
PGT#
Desttiption
I
11JOa
B1I306
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mT303
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3
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811309
8-TRAGS HEAD
4
ti312
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5
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611314
FPPAIE SCREW COVER
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2-TPAIXSLL
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2-TMIXBLL WITH 3CPEEN RAIL
9
1T9R
81130T
31MIXSLL
10
1t3I0
017110
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11
1T313
61T3f3
FPAME SLLTRAIX NSERT
12
11315
gi7315
F1IAMESLLSCREEN ADOON I6EENOTE 37
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FRPMESLLSCHEEN FNOAL�UN LSEE NDlE 3)
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R
11311
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1]322
BIT322
SLL RGER-MT, Nll`JI, 1-12'
19
P319
gO319
SRL RGER-BOX FWSH, 1.12'
20
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B1T321
SBL PGFA-MT, LOW, 2-12'
21
731g
81731B
SRL RBER -BOX LDW, 2-12°
22
1)353
811355
6LL PISER-FIAT, AIFDDN,}i/4'
23
f]35/
89351
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2-4
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61T323
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25
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01)320
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20
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NEOPPENE BULB WSTP FOR PNWK
28
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PNOOK LAVER
30
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POG2TPNOOK FORGO%RISER
31
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@
P3]6
61)3)8
135 FDFA MOUNT
RFMS 905t
ARE SCREEN PARR:
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812158
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SCREEN LOIXSET
12
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6CREEN HEEPER SPACER SET
13
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SCREEN w1EmDIX ADAPTER
44
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81420
SCREQ4 WUBLE !]IERLOCK
15
431i
812156
SCREEN TOP RAIL
IB
9318
612251
SCREEN BOTTOM RAL
17
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STANDARD POLLER
48
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STATIDAPO ROLLER-ST. S1L
49
13M
fi1311
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81692
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83
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84
1129
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85
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817328
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m
1t329
81 )3M
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BB
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BtT339
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89
1)321
B1T321
TOP & BOTTOM RAL
TO
1T350
11 ]350
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it
16F
11895
i'%1/'HGH Fill SEAL WSTPLUGS
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819
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77
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1098
71690
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103
Stm
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1'NEEPER
101
053
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SfAEEN LOCKIO=EPER
105
1T311
61]3M
FDEO PANEL WP-8'LONO
108
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B1T352
FOEO PAt1EL RETANE0.-9'16'
101
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TIT39
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100
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1]J1
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115
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116
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900EGREE WRNER RECEn�ER
119
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fro
1)338
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900EGREE MSDE COPNER PSTMOAL
iZ1
1T352
BIT3@
TOED PPNELPETPINEIL i/8'
5.069' 8.562"
0.080'
505"
1.211'
0.081" tO2-TRACK HEAD 10 4-TRACK SILL
(8063-T6 AL) (6063-T6 AL)
F
1.211"
0.081" fH-
D 2-TRHEAD W/SCREEN TRACK
(606 TB AL)
Z4;
1.505'
O9 3-TRACK SILL
(6063-T6 AL)
1.36"
0.062' 1.019"
0.087"
SCREEN
40 STILE
(6063-T6 AL)
5.069'
1.046"
rl
7.993�" 0.062"
14 2-TRACKJAMB
SCREEN
45 TOPRAIL
(6063-TEAL)
(6063-TEAL)
2-TRACK JAMB W/
8,221" 15 SCREENTRACK
0.080" (6063-TEAL)
7.m6"
0.8]6"
�1"
0.087° O3 3-TRACK HERO
(6063-TB AL)
�-I 1.36" Imo-
eO2-TRACK SILL W/ SCREENTRACK 0,oe1"
(6063-T6 AL)
1,993"
L 0.D6r
46 S
BOTTOM RAIL
(6063-T6 AL)
9.142"
4.49'
0.080'
-� 1.505"
t.27 t"
0.081" O4-7RACK HEAD (D2-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
(�- J.060"
1 0.062" 0.532" 0.78D'
1.280' 11
0.060' 1.518" 1.990"
FRAME HEADIJAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN
OADD-ON 12 ADD-0N 1a ENDAOD-0N
(6063-TO-TB AL) (6063-T6 AL) (6083-T6 AL)
REQUIRES MIN.#10 EMS REQUIRES MIN. #10 SMS
OR3/16"MASONRY OR3/16'MASONRY
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 2,4' MAX, O.C. ANCHORS @ 24- MAX O.C.
16 3-7RACK JAMB
(6063-T6 AL)
21 a 22
a 4-TRACK JAMB
(6063-T6 AL)
Oaptntlon Date 0211712020
By
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