HomeMy WebLinkAboutPRODUCT APPROVAL' Floiida Building Code Online - _ Page 1 of 3
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FLA FL251-R29 �
Application Type ReviPl49
on
Code Version 2017
Application Status Approved
-Approved by DSPR. AppnavaL by DBPR shall be reviewed and ray the P C
and/or Uie Commission if necessary. lli7
Comments
Archlved
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representnu
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Ypar.. • Standard)
Equivalence of Product Stanat e,
- -Certified By
Product Approval Methca
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
i^
P(-T Indus'-
.... T ive
orth Venice, FL 34275
(941) 486-0100 E# 22316
druark[apgtindistries.com
]ens Rosovrskl
Jrosawskl@pgUndustdes.com
Sens Rosomki
1070 Technology Drive -
Nokomis, FL 34275
(941) 486-0100 Ent 21140
Jmsoyeud@pgtlndustdes.com
EM rlor Doors
Slidlr9 Entedor Door AssemGies
Certification Mark or Listing
Miami -Dade BCCO - CER
Miami -Dade BCCO - VAL
Standard
TAS 201, 202, 203
Method 1 Option A
I
Year
1994
r ya rt
1 ) ( r• j�t A�t
{ppp. 'r all, 6
http://-;nw.floridabuilding.org/pr,p '_app_dtl.aspx?param=wGEVXQ\ vtDgsEt2PTand5bm... 2/ 16/2018
Florida Building Code Online' - - -
Page 2 of 3
Sum ry of Produ
:FL#-
Model, Number or NameWon
iption
1251.1
SGD - 670 (Non-Impattum
Sliding Glass Door
Limns of Use
cation Agency Certificate
j Approved for use In HVH ._
42.QQ],g
Approved for use outside ffVHZ: Yes
ssurance Con r than Dale
Impact Resistant No
/2020
Design Pressure: N/A
llation Instructions
Other: Please see Miami -Dade County Notice of Acceptance (1
R29 11 17042009.odf
product performance Iniormatl; n, anchorage details, and anchetl
By: Miami -Dade BCCO - CE
size, and spacing informaton,
ed by Intlependent
a oned
by Independent Third Party:
,251.2 ISGD - 670HP (Non -Impact)
Aluminum Sliding Glass Door
! Llmlls of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FI-251 R29 C CAC 17042010.ccl
j Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Reslstant No
03/24/2020
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance INCA) for
FL251 R29 11 17042010.00
product performance information, anchorage details, and anchor type,
Verified By: Miaml-Datle BCCO - CER
! size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
_
•
251.3 ISGD - 680 Non -Impact
Created by Independent Third Party:
Aluminum Sliding Glass Door
man Rs of use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FU51 R29 C CAC 17042011.ndf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant: No
03/18/2019
• Design P... so,.: N/A
Installation InstruNons
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
FL251 R29 11 17042011.odf
produce performance In(orn:adory anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing information.
Created by Independent Thlrd Party:
Evaluation Reports
Created by Independent Tbinl Party:
251.4 , SGD.- 770 (Large Missile impact)
WinGuard Aluminum Sliding Glass Odor
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 Data
Impact Resistant: Yes
02/12/2020
• Design Pressure: N/A
Installation Insh'uctfons
Other: Please see Miami -Dale County Notice of Acceptance (NOA) for
FL251 R29 it 17,342012.0
! product performance infonnatlon; anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
j size, and spacing Informntion.
Created by Independent Third Party:
Evaluation Reports
'
Created by Independent Third Pa
251.5 ISGD - 770HP (Large Missile Impatt)
InGuard Aluminum Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL251 R29 C Ci - 17042013.odf
Approved for use outside H"Z: Yes
Quality Atsuran-e Contract Expiration Data
Impact Resistant: Yes
03/24/2020
Design Pressure: N/A
Installation Insimctlons
Other: Please see Miami -Dada County Notice of Acceptance INDIA) for
FL251 R29 It 17042913.odf
produce performance Information; anchorage details, and anchor type,
Vended By: Miami -Dade BCCO - CER
size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
_
Created by Inde endent Third Pa
1251.6 ISGD - 77aH (Small Missile Impact)
WlnGuard Aluminum Sliding Glass Door
Limits of Use
Certification Agency Certificate
j Approved for use in HVHZ: Yes
FL251 R29 C CAC 17042014.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
03/24/2020
Design Pressure: NIA
Installation Instructions
Other: Please see Miami -Dade County Notice Of Acceptance INCA) for
FL251 R29 it 17042014.edf
product performance information, anchorage details, anti anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing Information.
Created by Independent Thlyd Parry:
Evaluation Reports
Created by Independent Third Party:
251.7 JSGD - 780 Impact)
WlnGuard Aluminum Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ:ves
FL251 R29 C CAC 17042004.odf
Approved for use outside H7HZ: Yes
Quality Assurance Contract Expiration Date
j Impact Resistant: Yes
08/02/2022
j Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dad(: County Notice of Acceptance INDIA) for
FL251 R29 11 17042004,M
product performance information; anchorage details, and anchor type,
Verified By: Miami -Dade BCCO - CER
size, and spacing infdrmdion.
Created by Independent Third Parry:
- - — -- -- — _ -
Evaluation Reports
_
Created b Indepentlent Th rd Party:
251.8 SCD-2500 (Non-ImpactAluminum
Sliding Glass Door
Limits of Use
Certification Agency Certificate
! Approved for use in HVHZ: Yes
R251 R29 C CAC 17042005.odf
{ Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant: No•
05/22/2018
Design Pressure: N/A
Installation Instructions
Other: Please see MfarinwDade Cbunty Notice of Acceptance INCA) for
FL251 R29 11-17042005.odt
product performance information; anchorage details, and anchor type,
Verified By: Miam(-Dade BCCO - CER
size, and spacing-lnformation.
Created by Indeperident Third Parry:
Evaluation Reports
Created by Independent Third Party:
251.9 SGD-5470 (Non -Impact)
inyl Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL251 R29 C CAC 17042007.odr
• ! Approved for use outside HtiHZ: Yes
Quality Assurance Contract Expiration Date .
Impact Resistant: No
04/21/2021
http://www.floridabuilding.org/pvp:app_dtl.aspx?paratn=wGEVXQwtDgsEt2PTand5bm... 2/16/2018
Florida Building -Code Online.
0
Page 3 of 3
Design Pressure: N/A
Other: Meese see Mlami-Dade County Notice of Acceptance (NOA) for
Installation Instructions
FL251 R29 Ii t2d43002.pdf
product performance information;anchorage details, and anchor type,
Verified By: Miami -Fade BCCO - CER
and spacing Inform8tlon. -
Created by Independent Third Party:
,size,
Evaluation Reporld
Created by Independent Third Parry:
251.10 SGD-5520 Large Missile Impact)
Vinyl Sliding Glass Door
Limps of use '"
Certification Amity Certificate
Approved for use In HVH2.: Yes
FL251 R29 C CAC 170,12006.odr
Approved for use outside 1fVH2:: Yes
Quality Assurance Contract Expiration Data
Impact ReslstanF Yes '
04/14/2021
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance (NOA) for
R251 R29 If 12042006.rMf
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:
m
correct:: 2601 Blair Same Road, Tallahassee FL 32399 Phone,
,850-482-1024
The some of Florda Is an AA(EED employer. Coovrieht 2002-2013 State of Florida.:: Pdvacv 5619merit :: Amessointy Statement :: Refund Statement
Under Modda law, *mall addmsaes are public records, If you do not want your e-mail address releaa4ln response to a pubiltrremrds request, do not send electronic
mall to this every. instead, contact Me offim by phone or by traditional mail. If you have am, quesUm¢, please mnmQ 850.482.1395. *pursuant to Sootier 455.275
(1). Florida Stawres, egecdve comber 1, 2012, Iicamlice ees licensed under chimer 455, F.S. must pm see me Department with an email address if May have one. The
emote p Gelded may be used 'hr offeal mmmunication win Me Hearses. However small addresses are public record. If We do not wish to supply a personal address,
puaa provide the Department with an ..In address whidn an be made avallable m me publlc, To determine if you are a Ilomsee under Chapter 455, F.S., pulse
Product Approval Accepts:
®Ed M
Credit Card
Sate
http://www.floridabuilding.orglpri or_ app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 2/16/2018
MIAMI•DADE — -
MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) w .miamidade.govleconomy
PGT Industries, Inc.
1070 Technology Drive,
Nokomis, 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 AM (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 AID 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 c e .. m, and has been designed to comply with the Florida Building Code,
including the High Ve�rty Hurric, e Zon
DESCRIPTION: Keries "SGD-670" Alyrninum Sliding Glass Doors w/ 900 & 135o corners -NI
APPROVAL DO UMENT: Dra ` .. p. PGTO128 Rev C, titled "Series 670 Alum SGD-Nan-Impact', sheets 1
through 22 of 22, pte ufactm�r, dated 02-02-14 and last revised on 04/18/17, signed and sealed by Lynn
Miller, P.E., bearing the Miami--D oduct Control Revision stamp with the Notice of Acceptance number
and expiration date by the Mi i-Dade unt Product Control Section.
NUSSILE IMPACT RI- G: Nnne: A owed Hurricane Protection devices,complying w/ FBC, as applicable
are required.
Limitations:
1. Max eight (8) panels configuration unit is allowed, having max nominal pane size not to exceed tested height &
width per tables 1 thru 3. See sheets^t,, 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP
limits, applicable Standard or Heavy Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for
straight configured units, sheet 11 f& comer units and sheet 14 for pocketed units. Pockets & Egress requirements
to be reviewed by Building official. o
LABELING: Each unit shall bear:a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami-Dade:County,Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be'c.'onsidered 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 purposesshall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for tenninatio:r and removal of NOA.
ADVERTISEMENT: The NOA numbe 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 f iib Site at the request of the Building Official.
This NOA revises NOA # 16-0629.03 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval
document mentioned above.
The submitted documentation was reviewed;by Ishaq I. Chanda, P.E.
MIAMFDADE COUNTY
VE
NOA bi
Appage
t
PGT Industries. Inc.
NOTICE OF'ACCEPTANCE: EVIDENCE SI DVITITED
Evidence submitted under previous approvals
DRAWINGS
1. Manufacturer's did drawings and sections (submitted under files See below)
2. Drawing No. P.GT0128 Rev B, titled "Series 670 Alum SGD-Non-Impact", sheets 1 thru 22 of 22,
prepared by manufacturer, dated 02-02-14 and last revised on 06/08/16, signed and sealed by Lynn
Miller, P.E.
TESTS
1. REF 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/
TPS, Super, Cardinal &?Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test
Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02115116, 06/07/16 and 06/20/16, all
signed & sealed by Idalmi.s Ortega, P.E.
2. Test report on 1).,Aii infiltration Test, per FBC, TAS 202-94
2 Uniform Static Air Pressure Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94.
4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-5979, FTL-5980, FTL-
5994, FTL-6002, FTL-60*34& FTL-6035, dated 08/10/09, all signed & sealed by Julio Gonzales,
P.E. (All above test reports submitted under files # 14-0123.11, #11-1018-17/409-0826.13)
2. Reference Test reports on 1) Air Infiltration Test, per FB(;, TAS 202-94
2) Uniform Static Air Pressure: Pest, 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 (b) and TAS 202-94
Along w/ marked -up drawings and instal-lation diagram of Aluminum Sliding Glass Doors; prepared
by Fenestration Testing`Laboiatory, Inc., Test Reports NoFTL-7554, dated 111011135 signed &
sealed by Marlin D. Brinson;=P:E (This file has addendum letter dated 08/14/14 & marked -up
drawings dated 08/19/14 & revised interior astragal marked -up Dwgs dated 11-11-13, all issued by
Fenestration Testing
3. Additional REF supporting test # FTL 5254, FTL 5980, FTL'5987 and AT172138.01-401-18.
4. Additional, Reference'Fixed window test report FTL-7897 (cardinal spacer) per TAS 201, 202
& 203-94, issued by Fenestration Testing lab (Test report submitted under file #15-0430.08).
1.
A.
0
C. CALCULATIONS (submitted under file#14-0123.11)
-1.--Anchor verification and -comparative analysis dated 03/18/14, 06/25/14 and last revised on
01/30/15, sheets 1 thru 67, prepared by PGT, signed and seated by Lynn Miller, P. E.
2. Glazing complies wi ASTME-1300=02, -04 & -09. U`
haq L Chaoda, P.E.
Product Control Examiner
NOA No. 17-0420.09
Expiration Date: April 07, 2020
Approval Date: October 12, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. - QALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (PER).
E. MATERIAL CERTIFICATIONS
1 None.
F. STATEMENTS (submitted under file #14-0123.11)
1. Statement letter dated 10/08/15 of compliance to FBC 2014 t5s' Edition) and "No financial
interest", prepared by PIT, signed & sealed by Lynn Miller, P.E.
2. Letter of lab compliance, part of the above test reports.
G. OTHER
1. This NOA revises # 15-1013.14, expiring April 07, 2020.
2. Test proposal # 16-01.25 dated 03/09/16 approved by RER.
3. AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (5' edition).
4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon, P.E.
5. Test proposals No(s)'09-0177, 0177-A, B & C approved by BCCO.
2. New Evidence submitted
A. DRAWINGS
1. Drawing No. PGT0128 '2ev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22
of 22, prepared by inanu'zicturer, dated 02-02-14 and last revised on 04/18/17, signed and sealed
by Lynn Miller, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on
08/09/17, complying with FBC-217 (61h Edition), prepared by, PGT, signed and sealed by Lynn
Miller, P.E.
2. Glazing complies with ASTME-1300-02, -04 &-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(5s' edition) & FBC 2017(6' Edition) and letter of
no financial interest, prepared by PGT, dated 04/18/17, signed and sealed by Lynn Miller, P.E.
------G•---_ OTHER--
1 -' This NOA revises NOA # 16-0629.03, expiring April 07, 2020.
ISN i9 ,-•
Ishaq L Chanda, P.E.
Product Control Examiner
NOA No.17-0420.09
c Expiration Date: April 07, 2020
Approval Date: October 12, 2017
E-2
Aij
IONS: SEE TABLE B. THIS SHEET & GLAZING DETAILS ON SHEETS 485.
2) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
3)ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHIS
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 6-14.
4) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS', Ad Wt I,1CABLE
5)INSYALLATION SC'_V6 FMME SPLICES FRAME AND PANEL CORNERS TO BE SEALED WI I
NARROW JOINT SEAL7vN7.
6) REFERENCES: ELCO, ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AFBPA NOS FOR
Wnnn CON9TRI III 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).
I
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) TEST REPORTS: FTL.5254, FTL-5979, FTL-5980, FTL.5987, FTL-5994, FTL-6002, FTL-6034, FTL-6035,
FTL-7554 AND AD 72136.01-1401-18
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2' THICK
PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
DEPICTED AS 2X ARE 1-112' THICK OR GREATER. 1X AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS
a, THE RESPONSIBILITY OF THE FNGINEER OR ARCHITECT OF
RECORb 8 TO BE REV,kWEu or THE BUILDING OFFICIAL.
Glees
Type
SONpBm on(Listed froEkeeror to Inbdor)
DB
311W TEMPERED GLASS
O1
1IT TEMPERED GLASS
W
VI.G.;W18'TEMPERED GLASS a BIT AIRSPACE.+ 3/1fi' TEMPEREDGLASS
GAR
fLG.: 1/4'TEMPERED GUJJ S 1,10tAIfiPACE. i1V TEMPERED GLASS
DESIGN PRESSURE RATING
I IMPACT RATING
SEE TABLES 1, 283 ON,
SHEETS 6,T8e
NOT RATED FMISSILE
IMPACTRESISOR TANCE
CODES STANDARDS USED:
.2017 FLORIDA BUILDING CODE (MCI, 6TH EDITION
02014 FLORIDA BUILDING CODE PC), 511-1 EDITION
eASTM El30009 1. -
.ANSVAF6PA NOS-2015 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL. ADM-2015
•AISI$10D12 _
eAISC 380.10
NOTES.............1
CONFIGS.......... 2.3
)ETAILS...... ,..... 4.5
DESIGN PRESSURES....... eA
INSTALL DETAILS..............12-111
ELEVATIONS.................. ... 15,11E
PANEL / SILL TYPES......... 17
CROSS SECTIONS............ 18,19
PARTS LIST I ...............20
EXTRUSIONS .................... 21.22
M VENILC FL Y3H
(Nr)4e01B90
CERT. OFAVIH 029Nc
Andre,
Group
P
Anchor type
Frame
MembOr
8u09atre
Min. Edge
OlBtanoe
MIn. D.G
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(Fy=60 kel, F„ OWE
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All
SOulhem Find (SG • QSS)
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9115'
01
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-
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Concrete min. 222 WE
I -VT
3-
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Jambl P-099k
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SoulMm Plne SG•0.55
1'
1'
Izr
B
912 Steel INS (Gr. 5)
(cola. 03 Heated. beyond
melal¢ubMatte)
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SoutMm Pine (SG • 0.6)
7/3•
1 8-
BOBITSAMminlOn
WB'
Mt6
O.OBO'
3BSo01
W
9118'
Gr. 3339.1 SIW
SIB'V
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( 13 (ia
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All
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1'
4 '
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fi'
1-11P
114' EICO NImC¢,rrID
iy1390 I 177 kei-
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2-IM'
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snbl RHc k
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fi'
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All -
S.W.. Plat II • 0.33
1•
P
L9C
CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FORALL TABLES IN THIS APPROVAL
3) ALL ANCHORHERO TYPE SAREA MIN ILE.
3) FOR STEEL STUDS, MIN. FU = L O B MIN D IN H HOLLOW
5)ANCHOBLOCKVALUES MY ALSO BEUSEDIN0THAT A BLOCK MINIMUM
OF3THREA
5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THATA MINIMUM OF S THREADS E%TEND BEYOND METAL SUBSTRATE.
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
eRGOUCf AEYAIBB
u Boole
ooworse H,lW
Is",Is",,mN
Enq, ,eae NoLT-Oy2O.O^I
FipMWra 0.re�A PR eT.2 r.�0
e9Nr�Ku v,wue cmcn
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
MAX. 1/4' THICK S 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
SUBSTRATE IS WOOD, 30p FELT PAPER OR MASTIC 15 REQUIRED
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED � BY THE AUTHORITY HAVING JURISDICTION. 'A
6GDew I ATS I f o, 22 .1 . PG70128
No. 68701E
A. LYNN MILLER RE
P.Ec58705
i
CONFIGURATIONS NOTES:
EXAMPLE CONFIGURATIONS 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX. UNIT WIDTH MAX.UNITWIDTH LOCATIONS USING DETAIL"Jw','Jc,•KW OR'Kc'INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
N .PANEL WIDTH p)D=p• PXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
NOM. PANEL WIDTH A CAN BE OXXXp.
PER TABLES 1-3 PER TABLES 1-3 _
2)9D°d135°CORNER CONFIGURATIONS CAN BE ACOMBINATION
j OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX.AIT t 1 j°&a MAX. UNIT 1 Ig 3)FOR NOM, PANEL WIDTH, SEE TABLES 7-3.
HEIGHT t ° HEIGHT i "X" =OPERABLE PANEL,
PER TABLES is / k� PER TABLES I;3 / / Is
RorxEr i0� IsEr i'2� P =POCKET�BLE PANEL. DETAIL LETTER
11
r
�w'= WOOD OR METAL INSTALLATION
A -PANEL 2-PANEL
•c"=coNcaETE wsrN-wT1oN
CO-v-lGURATIONB 1 '^ •�� " CONFIGURATIONS + t ' - .. SHEET NUMBER '
C.__.—
u MAX. UNIT WIDTH �I - .. A -
-.--. *'+^^ MAX!DNH IDTH ^T �'! DLOWIDTH NDM.PANIT NEIGH -1
OM. PANEL WIDTH c c I DLO HEIGHTEIGHT= OR UNIT IT HEIGHT-
NOM. PANEL WIDTH PANEL HEIGHT=DOOR UNIT HEIGHT-1.888'
PER TABLES 1-3 ER TABLES 7-3
I w Jc I
1 ioLiQ MAX UNIT 18 iB IBiA
MAX. UNIT HEIGHT t II'r-- •sc
HE k� PER
PER TABLES 1-3 �Er I S TABLE51�
JII 2 Ea 3-PANEL CONFIGURATIONS
r 4-PANEL CONFIGURATIONS
1 13
MAX. UNIT WIDTH MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES I-3
NO PANEL WIDTH , PER TABLES 1-3
P- - -
1 B
MAX. UNIT /
HEIGHT
PERTAB1LES 1J /
1
MA a ftp
h I u�piylmhlnD a11Y 1boM 11vtll •
bupX.
I�ggpp MAK UNIT g sEE A-we..D No 1 -u 2ee5
S9 HEIGHT $ NOTE 11D4aM One
PER 1 2.TNIb
iTABLES 1.7 / t rc / SHEET, Nnu' IY+II rmuD1 ~
gym d O P`�P11 Nq7
POG(Er v' EnERIOR x t NY LYNV j/rr
r-- �1cENSYc�(C
5-PANEL CONFIGURATIONS`'FP?
1 CORNER, TYP. No.5870s
(OUTSIDE CORNER SHOWN, *_
INSIDE CORNER SIMILAR) '
tDro rEcnrrGiR W75 <
N.VENICE, i191316 EXAMPLE CONFIGURATIONS=0,�'., s^ F
Psgoeo-tsvaFSS'"7oRIOA..NG�2�:
e. coa. pFAUlWR9iD8 SERIES 670 ALUM. SGD-NON-IMPACT
JR¢ 0a"7 C NG CWINGES mfs SN u.. "�eM ® e.,.ewe er a.,= oryw ee• / srd.wOgNj MIjYSRA`E.`
,,, - SG m NTS 2 w ?2 PGTDf2B C - P. 587D5 _
MAX. TESTED UNIT WIDTH =
355-7/16' @ 96' HEIGHT
300-1/4'@ 120"HEIGHT
NOM. PANEL WIDTH 1
PER TABLES 1.3
I1 1 10
MAX. UNIT 1 1
HEIGHT°1 1
96'OR 120'
fi-PANEL=NFIGURATIONS
_.:MAX.UNITWIDTH----.^-.T-
YH
NOM.PER TABLES
ES i,3 1 3 1 1
PER TABLES'13
MAX. UNIT
?ui
HEIGHT 5
PER TABLES I-3'
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT
PER TABLES'
NO CWNOES THIS
I
7-PANEL CONFIGURATIONS
N VENILE, FL Wl9
(8f1J 19416N
ca+r. aPama wane
Q R'�A�
Q7•f]
POC1
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL'JV. "J4'. -Kw OR "Ke INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
I �
2)90°&135°CORNER CONFIGURATIONS CAN BE ACOMBINATION
Ig�rJ
OF ANY 2 STRAIGHT CONFIGURATIONS.
°zny
3) FOR NOM. PAN EL WIDTH, SEE TABLES I-3.
ppg
Xn
'X'- OPERABLE PANEL,
R
'0'= INOPERABLE PANEL,
"p"=POCKET
'-
7 DETAIL LETTER
WOOD OR METAL INSTALLATION
°d'=CONCRETE INSTALIATION
--SHEET NUMBER
DLO WIDTH =NOM. PANEL WIDTH -7'
DLO HEIGHT -DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT-1.666'
a
I
1
POC/(ET
FRIES 670 ALUM. SGD - NON -IMPACT
ar w
scparo NTS 3 _d 12 ' PGT0128
* ; NO.5670$
P.EV58T05
3/16' T GLASS
P4
EXTERIOR B2
a
3/4" NOM.
GLASS
BITE
10
EXTERIOR
54
3/16" TEMPERED GLASS TYPE G1
1/4' T GLASS
aR. E%TEROR 82
74
314"
SS
..V
B SITE
ITE
e
1/4" TEMPERED GLASS, TYPE G1A
GLAZING NOTES: I faro TEcnnwnoroxn:
T = TEMPERED , N. vaxlcE rxa4n6
(�, �'ry� ryap4eo-fsw
I JR I OO 7 C I NO CH NOES RIIS S EEt
4 - 22 1 " PGTO128
rf oomr4EVISM
�oYeD4kY u11�14fY:dh
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AceWaett NY L]-042 •G`j
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W.M 11Y WuvICmY,!
avllf ul uflff
�IGENSp'• (���
No, 58705 •' P '
Let
RE.
W
E)
& G2A'
1" I.G. GLASS TYPE G2
t� 1-NOM. +i
UTEE.RIIOR.'
�f I 83
tzatz7 314`NOM.
GLASS
BITE
79
55
1" I.G. GLASS TYPE G2A
GLAZING NOTES:
'=TEMPERED
JN 00011I L I NOCNNGES MIS SIEET.
JJR PF ..
it
KODISPACE
45G'7PS
STRUCTURAL
SILICONE 3
FOAM
WITH
DESICCANT
EXT. G A55
IM. GL
SUPER
1i3f SPACERwNXT'-
6EAL
ROLLFORMED f
6TAINLE55 STEEL
W GLASS
DURASEAL® XL EDGE1°
SPACER ,n SPACER
Pan#
Dowdpdon
Mateiia7
124
Kammenln94SG TPS Spacer System
125
Cuanex Super Spacer nXT With Hot Melt Butyl
See this
Sheet for
128
Ouantx Dumee7l
Matedals
127
Cardinal KL Edge Spacer
REPERENCETESTREPORTS:FTLe717, B96811,8970
BUTYL
'NOM.
NOM.
E SEAL
* : No. 58705
,
o7P7EowaaaroRrvE
N iao GLAZING DETAILS
ISM
cEar. oFAUMeAme SERIES 670 ALUM. SGD-NON-IMPACT 'Jrt�NAL E)1�
® Pr�r A. LYNN MILLFA. PE.
��'^E%"P aGBe7o NTS 5 a 22 PGT0128 C P.EAU3
NaAVl1e.94�.RID
^o1Design Pressure (DP) and AnchorQllanfiges Required, (for all approved configurations on Sheets 2 & 3).
Fartama ppm9e on 90'or 135°carer etas, see sneel ll
Table applies to at Glass Irpos and It
the StialAgmgei rypn shown beaW.
P.eftw+) W may to lWIM by
Tax. 1A. ' I
Omr UnB-u-,
8 '
90'
-18' O
3
c rGmup
PrGmup
McbaGetup
na Group
A B C 0
A B G 0
A B c ❑
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.900/-12i.1
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'W0/-110.8
+P0.0/4028
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G•1
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14,
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8
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10
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to 8 8 B'
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10 8
UH
8
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B
G•1
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7•0
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G+2 •
G+2 G1+2
G+2 G•2
G.2 G•2
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�,
0.0
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t0
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8
1D
B
B
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B
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7+8
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T+B
7•8
7-8
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.9.4147.4
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+54?/SN
4T
Hep
G+2 (il•2 G+2 G•2
G+2 G+2
G.2 U•2
C4+2 G+2
G+2 G+2
G+2 G•2
G+2
G+2
01.0
Jamb
10
8 8 B
10 8
B
8
10 B
B
8
10
B
8
B
p�mk
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7.8
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G•2
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6+7
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FOR EXAMPLE ON U51NU IMU=, 5tt shtel I.
DLO WIDTH = NOM. PANEL WIDTH - 7'
DLO HEIGHT = DOOR UNIT HEIGHT-10.125-
PANEL HEIGHT = DOOR UNIT HEIGHT-1.666-
fgo/ 7?. s
SIII Height to Max. (+) DP
(Water In61Baticm Rating)
SIII Riser Height
(+)Design
(Flat m Box, see
Pressure, pet
Sheet 17)
Flush -l-112'
see noto
Lew-2-1/2'
+48.67
OH LENGTH
OH RATIO = OH LENGTHOH HEIGHT i §I OH RATIO 21
SEE NOTE 3
XHEN
IVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4' SILL.
USING THE 2.1/2' SILL;POSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE
-LL; POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4- SILL, POSITIVE
WATER OP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A.
13) 4', 3-1/4' AND 2-1121 SILLIHEIGHTS 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 BE USED WHEN
THE DOOR 15 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.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL
QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
ncren e
Inc rvutivvinu a
uLc a n� �,....,..•
, . ram...., N....-...._...
g t Astr,__
Straight Astragal
Lacksaic@
go, Astragal
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135'ASVagal
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Assend-iv
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_ AssamLly
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_ 90'ASW¢al
.UsarnnlV _
_135•ASL•agal
Standard ShceS
Stan da7dddr& `.u'
Standard Stile
Standard Stile'
S[a^Jard Stile. '•
Heavyduly5tile
H++='Mat!�St!le
HeaW-dutyitile
Standard Astagal
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^'
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Inside
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Ou[side
U
Inside Comer
Corner
Partl,60(x2)
Part460
Part 460
Prt"67( bag
Part p67 (Astragal)
Partg60
Part ILL (Comer
Part p119 (Out.)
Part 14120 (in.)
Si
Parts#31( 
Part 061
Receiver)
(Corn. & Fkd Mount)
-x'u
SERIES 670 ALUM. SGD - NON -IMPACT
sGD4m NTS B � 22 PGT0128
No.58705'
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•31.0/aJ.O
•nv.na
•09.B/aA0
•0].B/8LB
WaN8111
Uw
Uw GN
U.R
CN3
GN fM2 G.3
Gw
G•2 G•]
G•x
Gw
Gw G•2
G•3
]�,e
to
e e
B
1+o
10e
oLo
pM
r
.
e
e r•e
7.8
e01 e.02
erw
NDtava bbb ln0leae suns
Cba aw
.&/I9.x
Nll/a
•0a60/-0ae0
.G76.e0.•/G@ie••
G.3
GG
13
GisG3]'
Me
o a a a3to
.1
aoLo a
Gre..
]
e
PawpB
r.e
r.e r.e
>.6
r.e
r•e r.e
r•0I
r.e
'-EXAMPLE ON SHEET 9
�..«.v .ws.v cnv eeevuvlvneTenR
THE huLLUWING J
Interlock
IILeaAapWUAL
P-hook
I1rLa orvur. o�uai............�•-....��....__..._.
LoflsNle@lamb
Straight Astragal
Assembly .
�.
Cie@
LtxlaAstra
Straight Astragal
__. _.......8_...._.._.
90' al
Assembly
Locksdle@
9W Astragal
135-Asragal
Assembly
Leckstlle@
135•AWPI
HeaW-duty SCIES
Heald duty Stile
Heavy-duty5tile
HeaW'duly5ti1e
Standard Astragal
Heavy-duty Stile
Heavy -duly Stile
Outside Corned r
-1
'I
Heavy-duty Stile
Cor
Car
Inside
Corner
HeaW-duty Stile
Insi e
Come
DOISIdC
Heavy-duty Stile
I
IOSIdelde Cor 1
Corner
Part p61 (xZ)
Part B61T 51
Part461
Part051(S61e)
Part 967 (Astragal)
_
-paeCN6i=I
pan 0151!�Ivlle)
PamutCnmer
Rexeiver)
part Y139 (OUL)
Part p120 (In.)
.parts k3l(&p132
(Caro. & Fxd Mount)
P2rtk61
NOTES:
')POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 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 Dx IS 90.0 PSF MM(NEGATIVE PRIES. UNCHANGED). SEE TABLE 2A OH LENGTH �'•
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 2 MAY BE US ED WHEN THE DOOR IS 9 m
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR Z OOI OH RATIO
WATER o INFILTRATION.• p
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
6) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH RATIO =OH LENGTH _L
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH HEIGHT SEE NOTE 3
CPRI.ffAU11L/ffiM
swwo 111 7 w
TART F 9A
Sill Haight tD Max. (+) DP
(Water Intimation Rating)
Sill R hier Height
(.)Design
(Flat or Box, see
plessune, Par
Sheet 17)
Flush-1-1/2'
sae note 3
tow.2.1YC
+46.67
Medium-3-1/4-
•60.0
Hl h-4-
+90.0
JtG NU I tl 1-J
DLO WIDTH =
NOM. PANEL Al L(--
DLO HEIGHT =
DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT=
DOOR UNIT HEIGHT - 1.866'
nwDucreevtas!
uvruUTaawW l%9M1A
Arpw Hpi?,J2i
Evphrctl•a MI. r.rn !Q[f']1.2.0
k- �cl
Wu' P CiM
No. 58705
D y 1x
A. LYW MILLER,P E
P EDSBIPS
ro Design Pressure (DP) and Anchor Quantities Reglilted, (for all approved con0gure5ons an Sheets 2 & 3)
Far comer astragal anchma9e on W' or In' comer units, see rtain II
rocks apple. to all Glass types and
the Stile/Aalragel types shown
below. P9sI85o (+) DP may be
limited by Table M.
Door UIYt
Height
-90'
&'
BV
'
89-7/BDLO
-
73/9' OLO
79.7/8' DLO
f—r O
-718'
Anchor Type
nchm to
nc r YPo
nchor Type
A B C D
A B C 0
A B C .A
B C I 0
oa n masuro
♦
-
♦ -
+ - .
wu
1T
HsaNSiY
C4N
Gtt CAN GN
CqN
C4+1 C4N G+1
GNC4♦1 C4+1 C4N
01N
GN
Cq+1
C4N
24'
OLO
JamO
t0 I
8 B Ie
10
B 8 0
10 B B B
10
e
B
8
P400k
7+6
7.8 7♦8 7-8
]+e
i+B l+B T+B
]+B ]+0 ]+B HB
7+8 1
748 1
7+e 1
7+8
Gas i9n Pisssue
+w-/-to-
+p0.0/450.3
+9001438.2
+Pav/-uu
23'
Hea Sill
CA+2
C5+2 CS♦2 C5+2
D0+2
CB♦2 CS+2 C5+2
56+3
C6+2
C5+1
C5♦1
C8+1
C8+1 C5+1 C50
OLO
Jamb
14
H B B
14
12 B B
16
12
6
0
14
12 8 5
P4xmk
8+10
9ND 8+10 B+10
9+lo
8+10 B+ID B+fO
8+10
g+10
9+10
9+10
8+10
9+10 9+10 9♦10
Design Poeasue
+W..01-139.4
+Pao/-1d0.9
+80.0/-120
+90.0/410.8
20'
Hae45Yl
C6+3
C8+2 CS♦2 CS+2
DB+2
CB+2 C5+2 C5j
C6+2 C5+2 C5+2
C8+2
L8+2
C5+2
C5+2
..
3T
Jamb
14
12 B 8
+14
12 B B12
B 8
-9+10
,DLO
Phcok'
8+.10
8t10 9 10 8 f0
B+10'
9+10 "1D 9+
BNO 0+10
9-10
BND
910
'B+10
00sorPossum
+9a0/ 1256
'.+900/ 11T6♦90.0/-fOh335
Fb .'$iit
C8+2
CA<2 5s2 Os 2
CB♦2
C6+2
C;.+2
D5
Cfi+2
CS'::-0+2
ca+2
G6 2 C5+2
:5•".
> 14
12
iI
e12
A B14
12 B
B
9+10
9+10
9N0
B+
9+10
BNa 8+10
9+Io
B+10 9+10
9+10Desgn
PAvwe
+W..0/4f5.7
+900/408+90.0/-9a2
+9a0/-904B'
41-
tbvN3W
C8+3
C6+3
C5+3
C6♦3
C0+3
DH3
C5+2
C5
Ce+2 C6+2
C5+2
C8+2
C6+2
C5+2
C5+2OLO
Jame
1d
12
B
8
1d
12
e
B12
A
B
14
12
8
B0
8+10
BNO
BND
9+0
9+10 Br10'I,
9N0
BNO
BNO
8+10
Dow'a P....
+83/+93
+"..2/-77.2+59.8/59.8
.61 .626
4P
Heatl1301
G♦3
G-3
u+2
04+2
G+2
G+2
04+2
G2
G+2 Ci
Ci
CA+2
C4+2 C1+2
C1+2
10B0108eB
B B
e
10
0 e
B
P4mk
NB
7+8
7+B
Y+e
7+B
7+8
AB
Na
]+8
7+B ]+B
AB
7+B
]+B AB
A0
Daslpn Pmssm9
+79.2/-79.2
♦73.3/-103
+66/d6
+58/38
53
HetlISBI
CA+3 C4+3 G+3 C4♦3
C4+3
(i1+3 C4+3
C4+3
C4.2
04+2 CA+2
U+2
C4♦2 G+2 G+2 Dd♦2
�,
DLO
Jamb
10 1 B I B 1 8
1 10
B B
8
1D
B e
B
10 B 8
a
Plmk
7+8 7+B T+B NO
HB
7♦8 7+e
I 7+B
1 7+8
1NB T+B
HB
7+0 i+8 NB
7+a
FOR EAAMPLC UN Usmsa IAoL ,acc anccI r.
DLO WIDTH = NOM. PANEL WIDTH - 7-
DLO HEIGHT=DOOR UNIT HEIGHT -10.125'
I
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866-
Sill Helghtto Maz (+) OP
(Water Infiltration Rating)
Sill Riser Heigh
(♦)Design
(Flat or Box, see
pressure, psl
Sheet 17)
Flush-1-1/2'
see note
Law-24W
+ 16.57
Medium-&l14-
+fi0.0
High -P
+90.0
SEE NOTES 13
OH LENGTH I —
ICI
0 OR RATIO 21
O
OR RATIO= OF LENGTH
OH HEIGHT
NOTES:
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL
2) WHEN.USING THE 2-1/2' SILL, POSrrlVE 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 Pp 0 PSF MAX (NFr�TlyE PRESSURES UNCHANGED)
SEE TABLE 3A
3) 4% 3-1/4' AND 2-112- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
WHEREAS THE 1.112' SILL IS NOT AND MUST ONLY BE USED WHERE WATER
RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 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.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL
QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
I na ruLuuvnnm a
nLe s ea l rwssa
„ram rv.�..,� ....��
• �,.. �_-_ _.
Stralght As✓agal
—__ _..__. _ _. _
laks6lee'
__ . ........ _._._.._.
M'Aq;ga!
_.. _ . _ _ _. _
✓acknie@
- _ _
235'Astragal
Inch[ile@
Interlock
P-hwiyn10-.
-lockstile (yw Jamb
Assembly -
. Strsigbt Astrago!
Assembly
90'Aslragal
Afwmbly
135-Astragal
Heavy-dury581es
Heavy-duty Sole
Hea,eyduty Stile
Heavy-dury5tile
Heary-0uty Stile
Kuwduty5tile
HeaW'dury5tile
Heavy-tluty5tile
HeavyAuty5tile
MeaWdutYASVagal
Outside Comer.,
,]_"P�h--
Outside
Id
Insrne
Cos
Yds
'
rd�yJll.
Corner
Inside
Comer
ou tside
Insitle Corte ner'I�
Corner
Part 963 (x2)
Partp61
Part 951
Part M63lSllle) -
part gp6l(Stragal)
PaRN1
Part H61(51IIe)
Pe"n' (Comer
part#119 (Out.)
Part#120p10
Part 161(SOIe)
Par_#31&p32
Pan#61
Receiver)
Itom.&fxtl Mount)
M YETIIfE R31119
i910N01aa1
fEAi. avwrn /PXO
t4kouucrlt6vtgeo
aemdNw.law9blM
bwymxeedr
A:e.plaeaw 17ro47d•O�
11P9mW Oele u�+l 1p
* N0.58705
NOFRAME '8+9'P-HOOK ANCHORAGE CONSISTS OF:
SEE JAMB (B) P-HOOK ANCHORS, SEE'CS° CLU MAX. UNIT WIDTH SEE'CS' CLUSTER DETAILS,
SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS, SHEET 10 FOR REQUIRES "C6' SHEET 10 FOR INTERLOCK
EXTERIOR PLANE) SEE TABLE 2, SHEET
NOTE, INTERLOCK CLUSTER,SEE
HIS TPOCKETS AND \ 42" NOM.
'•:\ `—ry DETAILS, SHEET II xx
SHEET SEE POCKET HOOK -_-___--_
M x \h�I ,PANEL WIDTH x x 1
I JAMB MOUNTING I x x f
h INSTALLATION, ADAPTER I B'MAK fT� x x x I
24 MAX.
I O.C,
L
24' MAX.
O.C.
THIS SHEET ANCHORS MIDWAY
&SHEETI4 BETWEENP-HOOK
ANCHORS &AT 3- I1
iDi
o°
x=FRAME
\'
1 FROM TOPB �PU 1a' ®i
BOTTOM MAX O.C.
I��
tD
ANCHORS
.�11\1
i7
I 114-MAX O.C.
•'8'MAK TO OPENING I tee I
0@=P-HOOK
EDGE OF POCKET SEE og
IEe
IO�
Z
ANCHORS
INSTALLATION I®i
I DETAILSJc'&Kc i'm� ®'
�o� -
mo=p-HOOK
-
"Io
p
END PANEL SHEETI4&PART' tg 7
,.
-
MOUNTING
,.
—ANCHORAGE DETAILSV& K' I `P + I
o; )— 3-n X
ADAPTER
.(2 ANCHORS)._ S1E_T19FOR y 0,
ANCHORS
-. P-HOOT( '- ___
-.I.
ANCHORAGE ANCHORS ENDPANEL
AN
x
x
x °✓w.'` x xx
x x' x
x
' (SEE SKETCH BELOW)x�Y
`'@'
�02•
B'MAX.,TYP,
ANCHORAGE
ANCHORAGE
ANCHORAGE
_CENTERLINE
OF PANEL 1
2.04"
.
EXAMPLE: 5-PANEL 2TRACK 90°OUTSIDE CORNER -pXX/XXO- EXT. MOUNT POCKET ANCHORAGE PLAN:
42' x 96° NOM. PANELS. ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7)
ANCHORAGE EXAMPLE NOTES.
1) APPROVED ANCHORS: SEE TABLE A SHEET I
2) ANCHOR LOCATION SPACING FOR ANCHOR
QUANTITIES SPECIFIED IN TABLES IS SHEETS 6-8:
42'
CENTERLINE OF
NON
<•
• INTERLOCK HEAD & SILL: B' MAX. FROM FRAME CORNERS. USE
PANEL-
SEE-05'CLUSTER SPECIFIED CLUSTER FROM APPROPRIATE TABLES,
WIDTH
DETAILS, SHEET IO SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT
FOR INTERLOCK AND CORNER ASTRAGAL LOCATION, PLUS
SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE
LX
I+2"ANCHORAGE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"
'+Y
L
21'
MAX.
O.C.
4
O.C. MAMMUM. 6MAX.
TERLINc' : JAMBS & P+100KS: 6° MAX. FROM BOTTOM, _'-MAX. ANCHOR PAIR O.G. (JAMBS), 14' MAX ANCHOR
ANEL3.;(U = O.C. (P-HOOK) UTILIZING ANCHOR.OLIANOTIES FROM APPROPRIATE TABLES, SHEETS 6.8. SEE
P-HOOK ANCHOR DETAILS ON SHEET 14.
REQUIRES +2'ANCHORAGE SEE'C5'CLUSTER END PANEL
CENTERLINE CENTERLINE
'C6' CLUSTER SEE I-..— DETAILS, SHEET 10 ANCHORAGE-
DETAILS,SHEETII 1 INTERLOCK FORASTRAGAL� rAS�GAL (2 ANCHORS)
V I�• CENTERLINE Y CENTERLINI
EXTERIOR
I OF PANELS +2"ANCHORAGE f"OF PANEL4
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
KVEMCE R.aum NlNliriVl
(PnJ1-^6�6M
uvOarED ErAMv�roNEH'aNuroRawNnrX BHT OP'X^K?8198 SERIES
I� CENTERLINE
OF PANEL 5
9 + 22
UNIT
HEIGHT
SEE'CS'CLUSTER
DETAILS, SHEET 10
FORASTRAGAL
Jc. D.C.
x 6. MAX.
x xf 4PAIRS OF
x ANCHORS
(TOTAL 8
21'^^ ANCHORS)
O.C. PERJAMB
x x� (SEE JAMB
DETAIL
BELOW) `
'max+ END PANEL
6'MAX. ANCHORAGE(SEE
wY SKETCH BELOW)
ANCHORAGE
SPLICE NOTE.
NONSTRUCTURAL
ANCHORS MAY BE ADDED
AS NEEDED TO ALIGN THE
HEAD OR SILL IF A SPLICE
OCCURS AT THE P-HOOK.
rRo00Cr REvtmD
V [My11Ly TNY ue Hwfdt
wwM{cx
A«W4enf417-nuJn.nS
Cy4wW D,ny�nr
wwv xac �
2-TRACK
FRAME JAMB
ANCHOR PAIR
8.
MAX. "tl�n ullq
_`•C:' LICENSE'. (�'�
¢S N0.58705 •�P
OI I ",•' !(I:
4PLE PLANS �.; °y�--.�?a+to!•,: G�2,:
IMPACT ION ALt'll it
E�``�
A. LYNN WIER P.E.
PGT012S C PMAN70
7-
ASTRAGAL OR I SPLICE LOCATION
INTERLOCKIF NEEDED
CENTERLINE
1.75'
3.5
ASTRAGAL OR .
INTERLOCK�I
(FOR ITI CE
CONDITIO USE
/ASTRAGALOR
SPLIC CATION
INTERLOCKyr'}F LIC
.04'
\- 204^
CENTERLINE
"C6" CLUST
1L//
DE T )
CENTERLINE
c
1.75•
ERIOR
e'DIAG.
T
P '
3.5"
21"
'DEAD.
MAX.
O.C.
EXTERIOR
I
2.04'
6 •
5.64"
EXTERIOR 4'DIAG.
E�I
E%TfEf'�1
RIOR 7- 3.5'
7•
7"
M
v 2-TRACK FRAME HEAD/SILL
V
2-TRACK FRAME HEAD/SILL
5.64"
Q ASTRAGAL OR INTERLOCK
Coi ASTRAGAL OR INTERLOCK
�2-TRACK
(USE WHERE 5 CLUSTER
(USE WHERE 6 CLUSTER
FRAME
JAMB
6"
ANCHORS ARE REQUIRE
CHORE ARE REQUIRED.
gNCHOR
PAIR
-
.
°'.:. 4-TRACK
AST, OR (FOR SP
-
'ASTRAGALOR SPLICE'LOCATION
6 DEAD. 'FRAME'JAMB
. IN.fERLO(,n .-. IORUSE
_„
1 INTERLOCK-.j :IFNEEDED -
20q:
11
'EXTERIOR :',^ ANCHOR PAIR
—�
'" CENTERLINE -C6" CLUSTER DETAIL)
CENTERLINE 3.5'
\ --�
3.5"
7'
ANCHORS MAY BE INSTALLED
/I
21"
EITHER IN THE EXT. OR ENT.
204'
4"DIAG
MAX.
TRACK(INT. SHOWN)
4.OB'
O.C.
NOTES:
�c%TENOR
6.64" 1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
4' DEAD. EXTERIOR 3,5^
ALLOWED.
IT -'II 7•
V 3-TRACK FRAME HEAD/SILL
ff''II
V
3.5" 6°MAX.
3-TRACK FRAME HEAD/SILL -
2. FOR HEAD OR SILL SPLICE
Ode ASTRAGAL OR INTERLOCK
Co ASTRAGAL OR INTERLOCK
LOCATIONS/ANCHORAGE AT
(USE WHERE 5 CLUSTER
(USE WHERE 6 CLUSTER
3-TRACK FRAME JAMB P-HOOK SEE SHEET 9.
ANCHORS ARE REQUIRED,'C5')
ANCHORS ARE REQUIRED,^C6')
ANCHOR PAIR
ER000cfyEY1®
( FOR SPLICE
FOR SPLICED
a�py44�ly rfiEpyyp
ASTRAGAL OR I (FOR SPLICE
ASTRAGAL OR
INTERLOCK
CONDITION, DO NOT
CONDITIONS ONLY:
An.ui++RNo 17ro V7�
INTERLOCK�'i CONDITION, USE
USE THIS DETAIL)
SPLICE LOCATION
6.ON,W+u�le�jT,
CENTERLINE
.
"C6'CLUSTER DETAIL)
3.5'
CENTERLINE
3.5'
IF NEEDED
7" 3.5'
6 �SL
Ilyy P+b ma`rceay
2.04'I 4'DIAG. 2.04" N4-DIAG24°2.04' 5.37'DIAG. 4°DIAG.
4.08..04'
W DIA3.5^ :•� pNY LYNey�EXTERIOR EXTERIOR 7" _� EXTERIOR3.5' .`�
If�lI �L R VOEN9 ��
�J 4-TRACK FRAME HEAD/SILL �/ 4-TRACK FRAME HEAD/SILL �/ 4-TRACK FRAME HEAD/SILL E CP
Ca] ASTRAGAL OR INTERLOCK a ASTRAGAL OR INTERLOCK Col ASTRAGAL OR INTERLOCK No. 5Ii705
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6') = t * '
ANCHORS ARE REQUIRED,"C4') ANCHORS ARE REQUIRED,-05") WITH B WITHOUT SPLICE CONDITION CA'., / I
H �M a=7e ANCHORAGE EXAMPLE CLUSTERS
cERr. aEwrRe SERIES 670ALUM. SGD-NON-IMPACT 'A 7S7��NALIENG`.
JR OQgY17 �C ENO CHANGESTHIS SHEET. wrwuvaa,7 o u.nu+�. — — o.a+- +�' A. LyNNMILLER.P.E.
Sa 7S NTS 10 a22 PGTO128 O P.EA 58705
i
@.04" 4" INTERIOR 4• INTERIOR 2.04' NOTES:
1. ALL DIMENSIONS DIMENSIONS SHOWN
IMERIOR NITERIOR - 7" ARE BASED ON MINIMUM
?4�DIAG. DIAG. 8,94" ALLOWED.
612' 6.12" 3.6. 3.5' 2, DETAILS DEPICT ANCHOR
INTERIOR INTERIOR INTERIO 1 ° INTERIOR 1 ° QUANTITY AND SPACING,
90 90° 3. ' TERICR AND WOULD BE IDENTICAL
•E WRIOR XTERIOR 4°DI IAG FOR EXTERIOR OR INTERIOR
CORNER CONFIGURATIONS.
°+1' ANCHOR
3.5" 4° 3.5" 3 " 4'
7
3.5" 4' " EXTERIOR 4' 7"
2.04" EXTERIOR 2.04' 2.04" 2.04' 8.94°
EXTERIOR
90° CORNER 90° CORNER 135° CORNE 135'CORNER I � CENTERLINE
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SIL iRACKP9AM EADISILL 2-TRACK FRAME HEAD/SILL I`OF PANEL
(USE WHERE 4 CLUSTE0. (USE WHERE 6OR 6 CLU R (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER "+2" ANCHOR
CHORS ARE REQUIRED 4- -A ORB ARE REOU ,"C6') - AN
ANCHORS ARE REQUIRED,"� CHORS ARE REQUIRED, 'CO-)
OR F.'TE JO_R INTERIOR 4�6" r
. ,.. I ..+1"ANCHOR ,. <t'OInG; 1
_ 4 DIAG.
INTERIOR 4" 3.5' INTERIOF( ] 41 \ 3.5' CENTERLINE
90, 7° 135' OF PANEL
EXTERIOR .3 I 3 6• '+3' ANCHOR
4.08" 5.37" AG. 4.08" 5.37" 0 AG. 7 2.WAN
' CENTERLINE
OFPANEL
" 3.514" 3.5" 4 ON DIAG.
EXTERIOR EXTERIOR 7" 4' INTERIOR 2"ANCHOR EXTERIOR ALL CENTERLIN
90°CORNER 13FRAME ER rI VIEWS 2-TRACK FRAME HEAD/SILL
3ANCHOFRAME HEAD/SILL-ANCHKFRAMEER REQUIRED
V INTERMEDIATE ANCHOR LAYOUT
("CB°ANCHOR CLUSTER REQUIRED ('C6"ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4" DIAG.PRO6UOTAnwD
OW [P ��MY lbsibM[
INTERIOR 6.12' INTERIOR 2.04' A
mplu Na 17 04? 0`}
2.04° .12' 3.5°
EXTERIOR CENTERLINE
4" 5.88" OF PANEL
I -
INTERIOR !LLa/OW. qy� C1�
MTERIOR £0 I� - 3.5'
135°
-+3'ANCHOR-
_
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.
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4' DIAG. I
6.12"
3.5' 4.08'
7° EXTERIOR
3.5" 4°
T 11111111/
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2.04' 4"DIAG. 3.5" 4, 3.5"
7" EXTERIOR CENTERLINE
EXTERIOR
2.04" I_OFPANEL
a��''L1cENs4'.�(�'�
90" CORNER
135° CORNER
'"
4-TRACK FRAME HEAD/SILL
,. 4-TRACK FRAME HEAD/SILL
4-TRACK FRAME HEAD/SILL
' * ? No. 58705 •A
('CA' ANCHOR CLUSTER REQUIRED
AT ALL 4-TRACK CORNERS)
('Cr ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT
AT ALL 4-TRACK CORNERS) (3•TRACK SIMILAR)
= *=
0 t -
=O , s D
10n n,]w7`
_
ANCHORAGE EXAMPLE CLUSTERS
' �s''•......
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SERIES 610 ALUM. SGO-NON-IMPACT
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INSTALLATIONI DETAILS EMBEDMENT: SEE TABLE A, SHEET I. EMBEDMENT: SEE TABLE A, SHEET i MIN. OF 3THREADS BEYOND
EDGE DISTANCE:
EDGE DISTANCE: SEE TABLE A, SHEETI EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1
EXTERIOR 2-1/16"' 2-1/16" — 2-1116°' NOTES:
1/4" 1/4" - — 1/4' 1. ALL DIMENSIONS
MAX. MAX. MAX. SHOWN ARE BASED
I— o ,F SHIM ERIOR — r SHIM EXTEBI°RPSHIM ON MIN. ALLOWED.
evj a 2. METAL OR WOOD
EMSEDM SEETABL NT
i
j
SUBSTRATES MAYBE
USED FOR ALL FRAME
SHEETI
2X WOOD WOOD ANCHOR TYP.,
2X WOOD WOOD ANCHOR TYP.,
METAL TV,
SEE SMS ANCHOR TYP.,
TYPES PER TABLE A,
SHEETI.
TYP., SEE ANCHOR' SEE ANCHOR NOTES'
TYP., SEEANCHOR SEEANCHOR NOTES
TABLEABANCHOR
SEE ANCHOR NOTES
NOTE 3, SHEET 1 j & TABLE A. SHEET I
NOTE 3, SHEET 1 & TABLE A, SHEET 1
NOTE 4, SHEET 1 & TABLE A, SHEET 1
•
2-TRACK FRAME HEAD
3-TRACK FRAME HEAD
4-TRACK FRAME HEAD
DIAGONAL O,C. IS
MIN 4- (HEAD & SILL)
WOOD INSTALLATION
B®w WOOD INSTALLATION
METAL INSTALLATION
OR 6" (JAMB) SEE
WOOD ANCHOR TYP., '2X WOOD -is
WOOD ANCHOR TYP., , ..: 2XWOOD
SMS ANCHOR TYPA: METALTYP.,SEE DETAILS, SHEETS 10&III ,
1.1�411 'SEE ANCHORNOTES TYP., SEEANCHOR?+. SEE ANCHOR NOTES'' i TYP., SEE'ANCHOR "='
SEE ANCHOR NOTES' TABLEA&ANCHOR
TABLE A, SHEETI NOTE 3, SHEETI'
'.&TABLE A. SHEET I/ NOTE'3, SHEETI
"" &'TABLEA,SHEET4 NOI104,SHEETI
PE
SEE
SE&ANCHOR^'I
ANCHOR �"'"
1=�
�,i
ANCHOR Ir :`
r r. -, I;
MIN. OF 3THREADS BEYOND
NOTE 5, SHEET
1(i/4"MAX.) "
- 1
NOTE 5,
SHEETI
I
NOTE 5,
THE METAL SUBSTRATE
T
_. _
1
OX-MAX.)
.
J (1/SHMAX.)Z
T
EXTERIOR I
EXTERIOR
EXTERIOR 1
EMBEDMENT: SEE
�2-1/16"'
TABLE A, SHEET 1
2-1/16"'� �
2.1116" •
EDGE DISTANCE:
EDGE DISTANCE:
EDGE DISTANCE:
SEE TABLE A, SHEET 1
SEE TABLE A; SHEET I
SEE TABLE A, SHEET I
EMBEDMENT:. SEE TABLEA,SHEETI
EMBEDMENT: SEE TABLE A SHEET
EMBEDMENT:
TABLE A, SHE
2X WOOD SEE TABLE A, 2X WOOD
TYP., SEE ANCHOR SHEET I TYP., SEE ANCHOR
NOTE 3, SHEET 1 NOTE 3, SHEET 1
v 2-1A6
WOOD ANCHOR TYP.,
SEEANCHORNOTES
&TABLE A, SHEETI O
EXTERIOR
V ' 1/4' MAX SHIM I+I If
I
®2-TRACK FRAME JAMB
Glv WOOD INSTALLATION
I
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTERIOR
15 1/4• MAX. SH
®Ew
3-TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT: SEE
TABLEA, SHEET 1
2-1/16"'
IM
C T. OFAV f
EDGE DISTANCE:
.. S_E TABLE A,"
SHEETI
4-TRACK FRAME SILL
w METAL INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A,
METAL TVP., SEE SHEET
TABLEA &ANCHOR
NOTE4.SHEET.1 j
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A. SHEET 1
'MIN. OF3
THREADS .
EXTERIOR
BEYOND THE
METAL
SUBSTRATE
n
V
If
.114" MAX. SHIM
12 a 22 1 PGT0126
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At
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INSTALLATIONIDETAILS
EMBEOMENT: SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A,SHEETI
NOTES:
DISTANCE: EDGE DISTANCE:'
T.ALL' DIMENSIONS
EDGED CE:SEE _EDGE _�
CONCRETE CONCRETE SEE TABLE A, SHEET I CONCRETE SEE TABLE A, SHEET I
SHOWN ARE BASED
PERTABLE TABLE A. SHE
2-118" PER 2-1/16"' PER 2-1/I6"'
ON MIN. ALLOWED.
A, SHEETI ,SHEEii A, SHEETI 1/4' "DIAGONAL O.C. IS
EXT q •-"�"'
_
}�• MAX' MIN 4"(HEAD &SILL)
'��'1V r SHIM
ORB"(JAMB)SEE
IT
EMBEDME J 1/ " E
ENoa 1/4" EXTERIOR 7
DETAILS, SHEETS
10811.
ABLE A.SHEE
SEE
1 B IM
SHIM
I
PROPER YSECURED,IX CONCRETE AN HORTYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP.,
WOOD B K TYP., SEE SEEANCHOR N TES &
WOCD BUCK TYR, SEE SEE ANCHOR NOTES 8 WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
ANCHOR N E 3, SHEET, TABLE A. SHEE 1
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET I ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
2-TRACK FRAME HEAD
3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
CONCRETE INSTALLATION C®c CONCRETE INSTALLATION
,C iNGRE�H TALLA N
B®c
. ':CONCRE ANCHORTYP:, PROPERLYSEC D.AX.
CONCRETE ANCHOR I'YP.; PROPERLY SECURED IX .. CONCRETE ANCHOR.TYP.;: PROPERLY SECURED IX '. .
"
EE NCHOR-NOTE5& Sh'OODBUCK'i`rvP::
E SEE ANCHOR NOTES& WOOD BUCKTYP., SEE " ""SEE.ANCHOR NOTES WOOD BUCK TYP., SEE
, NEL_! + +HEET 1 7 AN'C 3, SHF.,
I TABLE A, SHEET 1 ANCHOR NOTE 3.'SHEETi TABLE A, SHEET, AiM.:HOR NOTE
3. SHEET 1
'-SEE`A CHOR I. 'SEE AN OR SEEANCHOR
NOTE SHEET
l(1 "N1AX.)j-
NO E 5, NOTE 5,
SHEETIZ SHEETI
_. a..^^. ... ,, -,
1 4° MAX) 1 ,/4° MAX., 1
E ERIOft T , "
". _
EXTERIOR - +4 E%T.RI.R
,:'L,
a 2-1116"'
V.
�
2-1118"' 2A116"" —
CONCRETE
PER TABLE
EDGE DISTANCE: CONC
TE EDGE DISTANCE: CONCRETE EDGE DISTANCE:
A, SHEET,
E TABLE A;,I PER
LE SEE TABLE A, SHEET I PERTABLE SEE TABLE A, SHEETI
,SHEET
EM EDMENT:SEE TABLE A,SHEETI A,SHE T1 EMBEDMENT: SEE TABLE A, SHEET I A. SHEETI EMBEDMENT: SEE TABLE A, SHEETI
12-TRACK FRAME SILL
CONCRETE INSTALLATION
® 3-TRACK FRAME SILL ®4-TRACK FRAME SILL
Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT: SEE
~I
TABLE A, SHEETI -r
1TtODucrREVIrPU
1
uravprlsr Alp MrfMA�
EMBEDMENT: SEE
TABLE A, SHEET 1 -'I EDGED]
1uW°r 0°4'
Ae W61JZ oY1Q �1
'- EDGE OISTAgNCE: E BL
PROPERLY SECURED SESHEETEA
''
�2q
MBEDMENT: SEE
SEE TABLE
CONC./CMU ANCHOR + AB A, 1X WOOD BUCK.TYP•,
AW P .uc —
TABLE A, SHEET 1 —`�
1
TYP., SEE ANCF COR SEE ANCHOR NOTE 3,
EDGE DISTANT).
NOTES d?I1L A, : SHEETI,
P OPERLY SECURED"I 'SEE TABLE A,
.
SHEETI •'2-1/18"
WOOD BUCK NP., SHEETI
2-1/16"
EE ANCHOR NOTE 3,:1
CONC./CMU ANCHOR
SHEET 7':.
TYP., SEE ANCHOR
�' 2-1/16""
PROPERLYSECURED NOTES &TABLE A,
CONO/CMU ANCHOR
1X WOOD BUCK TYP., SHEETI CONCRETE
TYP., SEE ANCHOR
SEE ANCHOR NOTE 3, CONCRETE
OR CIVILSHEET,
`11f IIunl+p
NOTES B TABLE A,
j CONCRETE
SHEETI OR CMU
PER TABLE EXTERIOa PER TABLE
A, SHEET
. ......• 2J�
S."JCEN8E •. �(�
E%TealGa OR CMU
Ir'11
E ERICR A, SHEET 1
'•,'JI �:
V7/4"MAX SHIM �Lf PERTABLE,.
N--
N., 68705 '
A, SHEET,
1/4' MAX. SHIM -+I
I/4" MAX. SHIM F�
_ #, ; :
2-TRACK FRAME JAMB
INSTALLATION
3-TRACK FRAME JAMB 4-TRACK FRAME JAMB
He CONCRETE/CMU INSTALLATION 0 CONCRETE/CMU INSTALLATION
_ *
C-0,
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N mANCHORAGE DETAILS
........V=;
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1
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TI
T+nlnnlol
JR ONDYP C CHANGES THIS SHEET,
r,rys swe — s
"
A. LYNN MILLER, P.E.
.'O scveTa NT5 f3 a 22 P0T0128 C
.. RE#Sam
INSTALLATION DETAILS
EMBEDMENT: SEE
WOODFRAMING-1 TABLEA,SHEETI
,I
EMBEDMENT:
SEE TABLE A, -
SHEET I
U
PHOOK WOOD ANCHOR N-
SEEANCHORNOTES ..
& TABLE A, SHEET 1 1
(ALSO SEE TYH.
ILLUSTRATION, SHEET 9)
NOTES:
-
1. ALL DIMENSIONS
FRAMEJAMB
SHOWN ARE BASED
REQUIREDATALL
2.693"MIN.
ON MIN. ALLOWED.
INSIDEPOCKETS
EDGE
TO PREVENT
DISTANCE
2. FIGURES ON THIS
WATER
SHEET ARE FOR
P-HOOK MOUNTING ADAPTER
ILLUSTRATIVE
WOOD ANCHOR NP.,
INFILTRATION
CONCJCMU
PURPOSES ONLY. SEE
SEE ANCHOR NOTES
ANCHOR NP., SEE
TABLE A, SHEET 1 FOP
& TABLE A, SHEET 1
28
ANCHOR NOTES &
ALL APPROVED
26 (ALSO SEE TYP.
TABLE A, SHEET
SUBSTRATES.
ILLUSTRATION,
SHEETS)
1-114 MIN. EDGE DISTANC E
DISTANCE: SEE
1 ElOealoa
3. SEE TABES I-3,
TABLE A, SHEET 1
EMBEDMENT
2S Fv1
SHEET$ 8-8 FOR
SEE TABLE A,
P-HOOK MOUNTING
REQUIRED P-HOOK
EXTE�1RIOR
SHEET,1
ADAPTERCONCJCMU
OK
OUNTI AND ADAPTER
MOUNTING
ANCHOR QUANTRIE S•
PHOOK'/L
ANCHOR OTFS&TABLE
Copl=WETE OR.A,
5Ek
SHEET 1
ALSO SEE EXAMPLE
'
2S93'MIN.
CMJ TABLE -Nly( -MENT.
A. SHEET
IALSO.ISEE I Yr.
ON SHEET 9.
EDGE DISTANCE
ASHEET+�'''-"TABLE
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS
P-HOOK FOR USE WITH FLAT SILL
RISERS
PARTS#18 #20 #2200. #24.
Jc PARTS#18 #20 #220R #24,
.: WOOD INSTALLATION
EXTERIOR MOUNT SHOWN,
CONCRETElCMU INSTALLATION
INTERIOR MOUNT SHOWN,
(SEE TABLES 1A, 2A & 3A
MAY ALSO BE INSTALLED IN
(SEE TABLES 1A. bN & 3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
INTERIOR CONDITION
FOR WATER RATINGS)
EXTERIOR CONDITION
METAL NP.,
SEEANCHOR
NOTE 4, SHEET I;
MIN. OF 3 THREADS
IEYOND THE METAL
SUBSTRATE
EMBEDMENT:I
SEE TABLE A,-
P-HOUK Si4
SEE
&1
P-HOOK MOUNTING
P-HOOK MOUNTING
CONCRETE OR EMBEDMENT: SEE
ADAPTER CONCJCMU
EMBEDMENT: SEE
TABLE A, SHEET 1 ADAPTER SMS
CMU PER TABLE -,TABLE A, SHEET 1
ANCHOR NP., SEE
ANCHOR SEE
A, SHEET 1
ANCHOR NOTES & TABLE
NOT
ANCHOR NOTES
A, SHEETI
E8 BTABLE A, SHEETI
EMBEDMENT
(ALSO SEE TYR
(ALSO SEE TYP.
ILLUSTRATION, SHEET B)
RTOBOCf NLTO9PL
ILLUSTRATION,
SEE TABLEA
em prW o+n 1k F1n.M�
SHEET B)
SHEETI
Aeupeju«No I D
eybry,oe
E DISTANCE: SEE
4{eO7y
ABLE A. SHEET 1
1-1l4' MIN. EDGE DISTANCE
Atlr �TCF_^
Oi'lTYR. /
' EXTERIOR
R NOTES J
gp2.69Z3'�MIft
n
SHEET
V
SEE NP.
SHEETS)
EDGE DISTANCE
P-HOOK FOR USE WITH BOX SILL RISERS
PARTS#19 #21 #23 OR#25.
METAL INSTALLATION
EXTERIOR
(SEE TABLES IA, 2A & 3A
MOUNT
FOR WATER RATINGS)
I
ONLY
I
i'No. NOLD(iYORIVf
N.VENICE R91U6
(v11/3B0.fsw
P-HOOK CONCJCMU /
-
1 TE EXRIOR
ANCHOR NP., SEE J
ANCHOR NOTES & TABLE
A, SHEET 1
2.893' MIN.
(ALSO SEE NP.
EDGE DISTANCE
ILLUSTRATION, SHEET B)
P-HOOK FOR USE WITH BOX
SILL RISERS
'Kc PARTS#19, M,023 OR#25,
CONCRETE INSTALLATION
EXTERIOR
(SEE TABLES IA, 2A&3A
MOUNT
FOR WATER RATINGS)
ONLY
* No.58705
I I I a I OJl N1< la" I . : I uamME n� I — — - I SGD819 NTS 114 a 12 1 PGTOI28 I C P.E.A 58705
CONFIG. EXAMPLES
MAX.TH UNIT
WID
MAX. UNIT
WIDTH
MAX.
NOM. PANEL WIDTH
DLO
TYP. PER TABLES 13
HEADER DETAIL 'A',
WIDTH
INTERIOR
SHEET 18; INSTALLATION
DETAILS'AW 8'AC,�
E% ERIOR
SHEETS 12 813
90'
PANEL
PANEL
TYPE
PANEL
TYPE
PANELnNIT
CORNER DETAIL 742,
TYPE
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'AS'
TYPE
SHEET 19 &CORNER
A
KANCHORAGESHEE111
NOM.
MAX.IL
PANEL
PANEL
/
/
/
MAX. HEIGHT
DLO PER
INTERLOCK DE19
'M', SHEET I9
PANEL
HEIGHT
_
HEIGHT
SEE
R�
TABLES
F>
RIOR !e RIOR
-NOTE 2
TABLES IJ
_.
X
13
-
4 . _
8' INSTAL AIL ( ^ETNES
1 LA C 1..-
, ..
1
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-..
... ;:'X'
.'GW B Gc ISHEETS 12813
90°
SILL OF TAIL'D', SHEET 18;
INSTALLATION DETAILS EXAMPLE: 90°INSIDE CORNER 4PANELS -XXIXX
'DW B Me, SHEETS 12 813
#10 X 1-1/2'
PH EMS
PANEL CORNER FRAME CORNER
DETAIL DETAIL
NOTES:
1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 63 FOR MAX.
PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS.
2) (1) LOCK (ITEMS 75 8107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL.
3) PLEASE SEE APPLICABLE ASTRAGAL 8 INTERLOCK COMBINATIONS PER OPIANCHOR TABLES.
'm lECxNOLmar0.91VE I I_ v__
IS
Y
DLO WIDTH= NOM. PANEL WIDTH -'7'
DLO HEIGHT = DOOR UNIT HEIGHT-10.125'
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866'
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CONFIG. EXAMPLES CKDETAIL
�'M'M'.SHESHEET I9 ncT:
FIXED JAMB DETAIL'G2',
SHEET 18; INSTALLATION
DETAILS'GW &'Gc',
SHEETS 12 & 13
ASTRAGAL HEADER DETAIL'W. SHEET
OEfAILS'L1' & 18; INSTALLATION DETAILS
L2, SHEET 19 'AW &'Ac', SHEETS 12 & 13
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'R'
'L'
•D•
MA
HEIC
.SEE
PE
TABI
NOTE 2
1-
LUN
.,
JAMB DETAIL'G3'. SHEET 18;
ON DETAILS'Gw &'Gd, SHEETS 12 & 13
HEADER DETAIL'A', SHEET 18;
INSTALLATION DETAILS'ww B'Ae,
SHEETS 12 & 13
90' \
PANEL
PANEL
TYPE
TYPE
TYPE
T
HT
SILL DETAIL
/
i
0', SHEET
/
MAX
PANEL
ES
16;
WIDTH TYP.
I
INSTALL
'DLO
PER
: DETAILS
HEIGHT
TABLESpI-?
Dw WI)d.
SHEETS 12
v
v]
MAX
DLO
VIDTTTHHry— 4 JAMB DETAIL'G3', SHEET
rypiS; INSTALLATION'Gc',SHEETS
1 TAILS
8'Gc', SHEETS 12 & 13
PANEL
I
P P
TYPE
°n °n INTERLOCK DETAIL
MAX.
'M', SHEET 19
HEIGHT
HEIUNIGHT
90°OUTSIDE CORNER
DETAIL'N7', SHEET 198
SEE
TABLRES
CORNERANCHORAGE
NOTE 2
1-3
SHEET 11 .
4EET 15
I
INTERIOR -
_ - -
EXTERIOR
NOM. PANEL
.& .&,13 Y' .(:•X X XYAp' jv.,, Y iA WIDTHTYP..'1
1 PERTABLES
MAX UNIT WIDTH 1-3SEE 8 MAX. UNIT WIDTH
PANELL CORNER SILL DETAII'D', SHEET 18; � MAX UNIT WIDTH
CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2( TRACK) 'DW &'De, SHEETS 12 & 13 EXAMPLE: 90° OUTSIDE CORNER - XX/XX (2-TRACK)
JAMB DETAIL'11', SHEET 18;
ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL TT, SHEET 19 INSTALLATION DETAILS'IW&
L2, SHEET 19:� ,� INTERLOCK DETAIL'M', SHEET 19 ''Ic', SHEETS 12 & 13�
HEADER DETAIL 1 - HEADER L ION DETAILS
'B', SHEET 18; 18; INSTALLATION DETAILS
GJAMB OETAIL'H2', SHEET P-HOOK DETAIL'J' 8'M. SHEET 'CW 8'Cc', SHEETS 12 & 13
18; INSTALLATION DETAILS 1 - INSTALLATION VIV SSEET INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION
OE
'HW SHEETS &'W, SHEETS 12 & 13' 'Jd,'KW &'Ke. SHEET 14 SETS 12& 1B OETAILS'NY 8'Ic', SHEETS 12 & 13
.SH13 ralotwc rBEV®o
MAX
HE
P
TAI
MM, UNIT vvIw In
-----
PANEL
PANEL
PANEL
FPANEL
TYPE
TYPE
TYPE
TYPE
I
'R'
'M'
'F'
UNIT
NOM.
ppp� I
GHT
ER
PANEL
WIDTH TYP
a
ILES
MAX:/I
/
PER
/
gs
.3
DLO
NOTE 2,
TABLES 1-3
HEIGHT'
SHEET IS
y
a
i
D
------
EXAMPLE: OXXXp SILL DETAIL'E',SHEET I8;-
(3-TRACK RIGHT POCKET) •EINSTALLATION
& E� SHEETDETAILS
-=r�sr•:�nrss�u�J
'-. — MAX UNIT WIDTH �I
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
;M'
'P
'P
'P'
MA
NOM.
UN
j
PANEL
4
HEI6
WIDTHTYP.
//
PE
SEE
—NOTE2
SHEET 16
MAX
DLO
HEIGHT
PER
TABLES
TAB[
X
x
x
O
EXAMPLE: XXXO SILL DETAIL'P, SHEET 18;
(4-TRACK, BY-PASS) INSTALLATION DETAILS
'Pw & Te, SHEETS 12 & 13
ERIES 670ALUM. SGD
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uaulnVh6tolU ea FYM�
MWsv Cah
♦n<nu.m no 17�y1u.o5
BTpkJlw o.0 i�a
* : No. 58705
mi
PANEL'S RIGHT STILE TYPE
PANEL
SINGLE
SINGLE
INTERLOCK
FIXED
LOCIVIDUE
ASTRAGAL
ASTRAGAL
ASTRAGAL
BOX OUT
ASTRAGAL
BOX IN
INT CORNER
90 LOCXSNLE
EXTCOMIER
SO LOCKSTRE
EXTCORNER
90RECENFA
INTOORNER
90RECENER
EXT CORNER
EXTOORNER
35 RECENER
INTCORNER
35 RECEIVER
TYPES
INTERLOCK
OUT
SALE
WIHANDLE
BOX OUT
BOX IN
W/HANDLE
WI HANDLE
W/RANOLE
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VIINDLE
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W/HANDLE
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ail
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PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
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U
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3.90- ASTRAGALS TO USE HEAVY-DUTY STILES
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IN
APPLICABLE
STILE/ASTRAGAL REQUIREMENTS.
ASTRAGALS.
JBOX
RRYM
:
4. 135° ASTRAGALS TO USE HEAVY-DUTY STILES
INTCORNER
90 LOCKST6E
RT
%�
CI
IZ
(#61) AND CORNER ADDON(#31).
J
w
W/HANDLE#1 Ee
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Z
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a
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90 LOCKSTILE kT
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6D RECEIVER
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QT
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CS
232'
.
232' EXTERIOR EXT/ER�IOR 'mr
EXTERIOR EXTERIOR .OgY Y p.U55' MIDDUCf YEV®
/� OBY mepWrXMI�YrEYIY
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EXTERIOR EXTERIOR .082' Y�
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44
.1
SILL RISERaa
t9
SILL BOX SILL RISR, z3 MEDIUME3-1/4oX zs HIGH, SILL R4 ER. BOX �#: No. SBTQS 'i :_
21
FLUSH
LOW 2IS
#_
p '•. �� #
NOT VALID
FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8
ISmTEwNOLoaraaNE �wm %O,p'•. Si °
NVENnFL9r:>a PANEL gmn,.•'�2�.•
To
+
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SERIES 670 AL UM. SGD-NON-IMPACT
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Yunq:
r --NO
NTS 17 172 PGTD128 C v.EaseTaS
ASSEMBLY DETAILS
100 Puu PANEL JAMB LENGTH
(SEE SHEETS I2-14 FOR FOR INSTALLATION DETAILS)
OR 61 105
toa FULLOFJOFILE GTH
14
OCKPART
]s a 1o>m n
14
5
Go
60 OR 61 5
EO OR 61 ®
6o OR et
2-TRACK JAMB
i6
2-TRACKJAMB
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5 SEE DETAIL GI
CLIP#105
6'LONGXED
WITH
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105 @ W(RETAINER0108
113
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N 75a 10]-11
MIDSPAN (SHOWN WITH
SEE DETAIL G2
FIXED PANEL TO
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INTERIOR)
PANEL CLIP 103
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H2 11 12
MIDSPAN Sa FIXED PANEL TO
1 OPERABLEPANEL) FIXEDPANELTO FIXED PANEL TO OPERABLE PANEL)
60 OR 61 THE EXTERIOR)
63
THE EXTERIOR) THE INTERIOR)
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FI EKIERIGR
v
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SHOWN WITH A 2-TRACK W/SCREEN
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NRACK MAX. UNIT
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113
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5
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4�aE�12-TRACK W/SCREEN
3-TRACK
SILL
KZ7FRAME SILL
C�FRAME SILL
FRAME
_ * r No. 58705
' ITEM 01 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
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VERTICAL SECTION DETAILS
��i FS ' �ORION
�''�SI�NAL,ENT`
1J�HEET56-B FOR DP (PSF)ESMIS ASSOCIATED WITH STILE.
SERIES 670ALUM. SGD-NON-IMPACT
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ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 6ID IMERIOR 61 113 116
! 27 63 26 27 63 0U T 11 ma ..�
e
63
�% E�
EXTERIOR
11
162
'SILLS
P-HOOK FOR BOX SILLS
EXT. MOUNT ONLY
EXTERIOR
a
3 LOCK PARTS.
f0_--]66101-1tI—
J-(,EXTERIOR 113 fi0 t fL EKTE0.10R 113 81 116
vv V 113 103 110 EXTERIOR
67 fi6
Lt WH STANNDARD STILESS#60 WITH AW N1-DUTY STILES 61 2-TRACKS OWN CORNER
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN)
4 INJERIOR
k414
1< 5 81 32 1038132 11 6
LOCK PART 7
76 & 107-11 ®135° INSIDE CORNER
02 2-TRACKSHOWN
60 OR 61
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5
14
M INTERLOCK
5
11
T
° ITEM 061 (HEAVY-DUTY
INSIDE CORNER
STILE) SHOWN, ITEM W
S110°
2-TRACK SHOWN
(STANDARD STILE) ALSO
APPLICABLE, SEE TABLES
1.3, SHEETS 6A FOR DP
(PSF) ASSOCIATED WITH
STILES.
We0R6CTYEYI($
31
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135° OUTSIDE CORNER
*: No. 5B705
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HORIZONTAL SECTION DETAILS, CORNERS
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_ SHEET.
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r
8.562°
II 0.080"
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1.211'
0.051' 02-TRACK HEAD ID 4-TRACK SILL
(6063-T6 AL) (6053-T6 AL)
6.198'
I
I
1.'21t'
0.0811. O2-TRACK HEAD W/ SCREEN TRACK
(6083.T6 AL)
7.105"
U O J U O U U p1.2 211•
0.081' 03 -TRACK AD
(6083-TB ALHE)
9.142'
1.211'
0.081" Oq 4-TRACK HEAD
(6063-T6 AL)
1.614"
1.260' 011'
0.080'
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN'
ADD-0N 12 ADD-0N
(6083-TEAL) (6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3/16' MASONRY
ANCHORS @i 24" MAX. O.C.
SEE SHEET 17 FOR SILL RISERS.
6.526°
0.080'
1.505'
D3-TRACK SILL .-
e.z2i
r o.oeo•
1 7.505•
02-TRACK SILL W/ SCREEN TRACK
(6063-T6 AL)
4.49•
O.OBO'
1.505,
Oi 2-TRACK SILL
(6063-T6 AL)
j 0.060,
0.780-
lssa°
FRAME SILL SCREEN
13 END ADD -ON
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3/18• MASONRY
ANCHORS Q 24' MAX. O.C.
Iw04e lw
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2-TRACKJAMB W/
is SCREEN TRACK
(6063-T6 AL)
IF
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(6063-T6AL)
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1.672'
0.062"
1.019'
0.081.
SCREEN
a0
STILE
' (6063-T6 AL)
5.069•
- 1.045'
1.993' 0.062'
T
N 2-TRACKJAMB
SCREEN . '
46 TOR RAIL
.-(5f6.4T6 AL)'
(6063-TP AL)
0.875'
1.9
83'I IL 9.asz•
SCREEN
BOTTOM RAIL
(6063-T6 AL)
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34
0.718" -1 0.83" 3.802"
�j 2.304'
I 3.002° � - 0.752' +I
0.752' L � O.BBs'
0.574• 0.796' 1.163.1
0.062" � 0.080° 0.062' 0,233" 0.0-' 62
0.264° JJJ 0.076'
5 FRAME i1 91LL 26 P-HOOK 2B P-HOOK MOUNTING P-HOOK SCREW
SCREW COVER TRACK 2e 30 P-HOOK FOR BOX RISER
O- (6063-T6 AL) ADAPTOR OCOVER 0.080' (80830 AL)
(6063T6 AL) (60 33-T6 AL) (6063-TEAL) (6063-T6 AL)
.
...
.155' D2.30' 1.488' S�0,018.723'
9'L
O--j
0.080• ' 0.0621,8001800
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5.125'
31
135° CORNER ::.135T.FIXED MOUNT
6053-T6AL) 4(6063-T6AL)
3.979'
3.978' I fr
D.o7s J
1.645• L
I
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(6083-T6 AL)
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I I
0.125^" 0.281• -'+I Lam- 3.25'
07 STANDARD ASTRAGAL 6B MEAW DUTY ASTRAGAL 69 TOPJBOTTOM RAIL
(6063-T6 AL) (6083T6 AL) (6063T6AL)
0
03'
0.76n Oaao•
0.05o Z
105 FIXED 0.709°
PANEL CLIP 2.893'
(6063-T6 Al-) t
0.080•
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0 709° 123 FIXED PANEL
O RETAINER) 2826'
FIXED PANEL 116 904 INSIDEIOUTSIDE
tOe RETAINER. 9116 CORNER RECEIVER
(6063-T6 AL) (6063-T6 AL)
-y
(- t Ds6^
I
1.65p
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9•
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045'
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76 B pIN G. OBIEAD. PU(EID
(6063-T6 AL) PANELCLIP
(6063-TEAL)
T6 G1LA71NG4°
SEAD
(606346AL)
116 9W OUTSIDE CORNER ASTRAGAL
(6063-TEAL)
C T..O AM f[&6B
8621"
0.133"
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4'
120 90° INSIDE CORNER ASTRAGAL
(6063-T6 AL)
1.303'
0.325"
0.062•
INTERLLnK
65 SCREW COVER
(6063-T6 AL)
* i No. 58705
XTRUSIONS % FS-•-�ORION,.'G�C�
ERIES 670 ALUM. SOD -NON -IMPACT 'Si111A.t�a01
^""�� A. LYNNMILLER P.E.
scne7o NT$ 22 122 PGT0128 C P.EI 07M