HomeMy WebLinkAboutNOAM® E Moron-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street Room 208
PEPA 117 ENT OF REGULATORYAND ECONOMIC RESOURCES( Mami, Florida 331752474
BOARD AND CODE ADM ISTRATION 1011MION RECEI VEDr (786) 3 5-2590 F(786)315.2599
NOTICE OF ACCEPTANCE (NOA) T.miamidade.eovIeconomv
PGT Industries, Inc. IVtHK U 6.Zp�$
1070 Technology Drive, ET. i.ucle r;pan
Nokomis, Fl. 34275 tl Pcartnitt� i_ ng
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. REEL reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "SGD-670" Aluminum Sliding Glass Doors w/ 90' & 135e corners -NI
APPROVAL DOCUMENT: Drawing No. PGT0128 Rev C, titled "Series 670 Alum SGD-Non-Impact', sheets 1
through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/18/17, signed and sealed by Lynn
Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number
and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable
are requited.
Limitations:
1. Max eight (8) panels configuration unit is allowed, having max nominal panel size not to exceed tested height &
width per tables 1 thru 3. See sheets 6.7 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 for corner units and sheet 14 for pocketed units. Pockets & Egress requirements
to be reviewed by Building official.
LABELING: Each unit shall bear a permanent label with the manufacturers 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 considered alter 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
----- - - -- -- pli ---- --b - —
--i-expirationdate may--lie•displayed in advertising -literature. -If any portion of the NOA is displayed -then itshall-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.
Phis 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 L Chanda, P.E. 1 &J3- b 1 �0
ST. LUCTF r'OL- TY RTTiT n 7SION NOA No. 17 0420.09
wAGetorrNry REVISITED FOR COMP
ca capiratioal)ate: April 07,2020
REV L . r D By
Approval Date: October 12, 2017
DATE Page 1
PLANS AND PER:AIIT MUST BE KEPT ON JOB
la� OR NO INSPECTION WILL BE MADE,
PGT Industries, Inc.
NOTICE OF ACCEPTANCES EVIDENCE SUBWTTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files See below)
2. Drawing No. PGTO128 Rev B, titled "Series 670 Alum SGD Non-Impacr, sheets 1 thm 22 of 22,
prepared by manufacturer, dated 02-02-14 and last revised on 06108/16, signed and sealed by Lynn
Miller, P.E.
B. 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 Idalmis Ortega, P.E.
2. Test report on 1) Air 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-6034 & 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/#09-0826.13)
2. Reference Test reports on 1) Air 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) 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 installation diagram of Aluminum Sliding Glass Doors, prepared
by Fenestration.Testing Laboratory, Inc., Test Reports NoFTIr7554, dated 11/01/13, signed &
sealed by Marlin D. Brinson, PI (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 AT172138.01401-18.
4. Additional, Reference Fixed window test report 1711-7897 (cardinal spacer) per TAS 201, 202
& 203-94, issued by Fenestration Testing lab (Test report submitted under file #15-0430.08).
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 sealed by Lynn Miller, P. E.
2. Glazing complies with ASTME-1300-02, -04 & -09.
haq L Chanda, P.E.
Product Control Examiner
NOA No.17-0420.09
Expiration Date: April D7, 2020
Approval Date: October 12, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .
D. QALITY ASSURANCE
1. Miami Dade Depa tment of Regulatory and Economic Resources (RER).
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 (51' Edition) and "No financial
interest", prepared by PGT, 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 # 16-0125 dated 03/09/16 approved by RER
3. AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (5d edition).
4. Test proposal dated 6/4/13 & 09/12/13 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 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22
of 22, prepared by manufacturer, 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 (6te 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(5" edition) & FBC,2017(6t' 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.
Ishaq L Chanda, P.E.
Product Control Examiner
NOA No.17-0420.09
Expiration Date: April 07, 2020
E-2 Approval Date: October 12, 2017
GENERAL NOTES
1) GLAZING TYPE OPTIONS: SEE TABLE 8, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & S.
2) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E7300.
S. 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 33.113% STRESS INCREASE HAS NOT BEEN USED IN 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 6-14.
4) SHuTrER8 ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
6) INSTALLATION SCREWS, FRAME SPLICES. FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEFLEXAND AGGREGATOR NOA'S, ANSVAF&PA NDS 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.
9) TEST REPORTS: FTL6254. FTL-6979, FTL76980, FTL-5987, FTL-5894, FTL6002, FTL6034; FTL6036,
FTL-7554 AND ATI 72138.01-1401-18
TABLE B. SEE DETAILS ON SHEETS 4 & 5:
GIms
I DescilpfiGn(LNMd Sam EN66Ror to kBBdor)
OB
d1r TEMPEREDOLASB
GU
tf4•IEMPEP6DON88
G2
1' I.Q; did TEMPERED OL/166 a dr NRSPACE a ytr TEMPERED OIASB
G2A
1• LG.: IW TEMPERED GIASS t 12' AIRSPACE r llf TEMPERED GLASS
DESIGN PRESSURE MTING
SEETABLESI,2&30N
SHEETS S, 1&8
I IMPACTMTING
I NUTMTEDFORMISSILE
1 MPACTREBISTANOE
CODES)STANDARDSUSED:
e2017 FLOPJMBUIW NO CODE (FBCCJJ, SM EDITION
e20/4 FLORIDA BUILDINS CODE (FEC), STH EDITION
-ASTM E130009
eANSVAF&PA NOS-201S FOR WOOD CONSTRUCTION
eA W WNUM DESIGN MANUAL ADMIDIS
wAS16100.12
eAISC 360-10
GENERAL NOTES .............
I
EXAMPLE CONFIGS..........
93
GLAZING DETAILS ............
4.6
ANCHORAGE .....................8.14
DESIGN PRESSURES
6-8
INSTALL DETAIL&.............12.14
ELEVATIONS._ ..................
1616
PANEL / SILL TYPES.........17
CROSS SECTIONS
PARTS LIST - .......... _:........
20
EXTRUSIONS ....................
21.22
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1)WHENESUBSTRATECONDITIONSMQU ANCHORAGEFROMMOPETHANONEOFTHElWOfoROROUPa ABOVE.
CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL
2) ALLANCUOR HEAD TYPES ARE APPIUMUS.
3)FOR STEEL STUDS, MIN. FU a 46 Kal, MIN FYe 33Mi.
4) FILLED BLOCK VALUES MAY AM BE USED IN HOLLOW BUMMPLICATIONS,
&)ANCHORS MUST BE OF SUFFICIENT LENGTH SD THAT AMINIMUM OF 3 THREADS FXRNID BEYOND METAL SUBSTRATE.
ANCHOR NOTES
1) FOR CONCRETEICMU SUBSTRATE APPLICATIONS W MIAMI-DACE COUNTY. USE ONLY
MIAMI40ADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS.
l
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET.
3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN I-112"THICK '
- FRODUCrBEY®ED
PROPERLY SECURED, IX WOOD BUCKS ARE OFRONAL IF UNIT IS
YOe'FMMwuewFtw4e
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
AteylaecNa7di
DEPICTED AS 2XARE IOW THICK OR GREATER IX AND ZX BUCKS
0Fk-4m DFM r.•PO•
(WHEN USED) SHALL BE DESIGNED TO PROPERLYTRANSFER
)
pp..�a
LOADS TOTHE STRUCTURE. BUCK DESIGN AND INSTALLATION IS
�T .n
THE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF
RECORD &TO BE REVIEWED BYTHE BUILDING OFFICIAL.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
kk1LU l N I ryyf
NOT REQUIRED. MUSED, NON -SHRINK NON-METALLIC GROUT,
MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY
SUPPORT THE ENTIRE LENGTH THE SILL THAT ISNOT TIGHT TO
�•'Ay0EM8r'• i
R
THE TRANSFERSHEAR LOAD TI SUBSTRATE. IF
*
TRATRATE.A D.
SUBSTRATE IS WOOD, 30#AN FELT PAPER OR MASTIC IS APPROVED
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
= /� =
BY THE AUTHORITY HAVING JURISDICTION.
saDera I NTS I I -22
EXAMPLE CONFIGURATIONS
MAX UNIT WIDTH -
NOM. PANEL WIDTH NOM. PANEL WIDTH
PER TABLES I3 - PER TABLES I3
MAX. UNIT
HEIGHT HEIGHT
PER TABLES PERTABLES 1-3�3, -3
NOM.
PE
NW
HE
PERT/
MAX
HE
PER TA
iGr
iV
�
�,�•,�
!Y^!la
U UNIT �e,sk,
w
�Er�Lr
HT
• • „`fu �.3^u3a
NOM, I
PE
MAN
@ HE
P
TABI
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMS
MAX. UNIT WIDTH
LOCATIONS USING DETAIL 'JW,-Je,•Kw-OR-w INSTALLATION.
EXAMPLE: 4-PANEL XXKX IN POCKET (p) CONFIGURATION CAN BE
pXO0(p, pXXXX ORXMV. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
- r i
2)90°8136°CORNER CONFIGURATIONS CAN BE A COMBINATION
I
OF ANY 2 STRAIGHT CONFIGURATIONS.
!cl
IkS'
3) FOR NOM. PANEL WIDTH, SEE TABLES 13,
•X'c OPERABLE PANEL,
°O"=INOPERABLEPANEL,
B
•p' m POCKET DETAIL LETTER -
,_t:
W c WOOD OR METAL INSTALLATION
PANEL
-1INSTALLATION
IGURATIONS
L•c'=CONCRETE
SHEET NUMBER
�F;iR,
iLriLr
.A^�Ta
�
ICl
H:1
111
i1✓
Ii1
,tine
is.�m
m
m
m
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f
fa�:n
fY, ikT
m
iL',
N
Vl
V7
�V
m
iV
m
iLriEr
ik+iM
III
&PANEL CONFIGURATIONS
a
Bfflao-lwu
IStT.Q°NRH. R910(
WIDTH - NOM. PANEL WIDTH - 7
HEIGHT - DOOR UNIT HEIGHT -10.12G
EL HEIGHT= DOOR UNIT. HEIGHT -1.866'
III
i
4-PANEL CONFIGURATIONS
MAX. UNITWIDTH
NOM. PANEL WIDTH
PER TABLES 13
/i1001K(REYIBBp
. �
�w�.fau.ppLy
MAX. UNIT >S
HEIGHT $ NOTE
�A4i 1 o ?ea9
PER ], rHls
TABLES 1-3/ / sxEEc.
L.. •wJ..
�..�Tfyy fort.ft
.5„1a6�
I * i No. Sons
MAX. TESTED UNIT WIDTH=
EMMPLE CONFIGURATIONS
/:144Ga.3^.IT.n uBa
PER TABLES 1.3
iE,ipl iY)i8rif, i87
I[\ IR\ IX\ Ic\ IL\
MAX UNIT
,� m m m
HEIGHT,felil" It
i1:1 il> V7 ill
e. •-
MAX UNIT WIDTH
NOM. PANEL WIDTH
PERTABLES 13
MAX UNIT
HEIGHT
PERTABLES 1.3
dzaQa
m�
m
I"
WE
i[l
imL:1
IR\
i[1
Ica
i[l
ill
Is\Fm_
il:l
I:a
ill
W
IX\
ill
Ic1
ili
W
,"
W
/i1
i[l
�
m
H'1
."
ill
W
�
I ee P
3V�I:A
RriG, _
7-PANEL CONFIGURATIONS
MAX UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 13
MAX UNIT
HEIGHT
PERTABLES 13
I -
IL\
fU
Ql
I{\
ill
Ql
IO
�
ill
Ic\
iV
il,
IX\
�
iLI
IL\
Hl
fLl
IX\
ill
ill
im(l
iV
i �
�!
f[i
i/3i
ill
8-PANEL CONFIGURATIONS
cetr. osAvrtclneae
RNF3
NEW[,,
iCriC,
PO r
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL'JW ,'Je,'Kx^ OR'KC INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR XXXXp. OXXX W POCKET CONFIGURATION
CAN BE OXXXP.
2) GO- 6136' CORNER CONFIGURATION:
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 13.
'X'=OPERABLEPANEL,
'O'= INOPERABLE PANEL
V-POCKET
DETAIL LETTER
�W =WOOD OR METAL INSTALLATION
'e=CONCRETE INSTALLATION
}---SHEET NUMBER
DLO WIDTH = NOM. PANEL WIDTH -7'
DLO HEIGHT = DOOR UNIT HEIGHT - 10.126-
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866'
3 -22 1 PGMf28
* .* ' Na 88705
GLAZING DETAILS (G1 & G1A)
3/16'TGLASS
14
a
3/4' NOM.
GLASS
73 BITE
EXTERIOR
64
3N8" TEMPERED GLASS, TYPE G1
1/4' T GLASS
.
74
PRoamfNEY®
ez
bo"Cm•awnmr
RN _0
�
6 rlw 0ytr
3/4' NOM.
I.
GLASS
Bdr d
.
BITE
7B
64
i
ppu un,,,
1/4" TEMPERED GLASS. TYPE G1A+`tip.••••••
•.. ��'�.,
•
�,. �eer',yF•.,
'
biQ
rC-
Qom 1ID"vda°7pws
"°"
6+ •••6R�DP,,:'"`
GLAZINGNOTES:
T-TEMPERED
awEN4'Arw�o�e
GLAZING
f9tGOPAU/K4�E
SERIES 670 AL UM. SGD-NON-IMPACT
Jfl 449Y11 C NOOLWGESTNlS SXEEi.
dwAxmm�
aYal a Bran
0.LYlAl NLLIER,PE.
° � ��4 ^"
� "^P ®
smwo NMI 4 • 27 Po7D129
C PFaseros.J.
GLAZING DETAILS (G2 & G2A)
SILICONE
HOTQELT BUM
STRUCTURAL
1' NOM.
SIl1CONE
STRUCTURAL
1/4'NOM.
FOAM
911e' NONL
POLYISOSUIYIENE
WITH
3/18' T GLASS
WRH DESICCANT
DESICCANT
SW AIR SPACE
EXT• GLASS
pR, GuBg
,
3I18' T GLASS
74
E%TERgR
INT. . GLASS
IMVS .GS
SS
12a+
KODISPACE
+s� 4SGTPS
SUPER
+m SPACER®NXT'N
sss
CuSS
SITE
1e I.G. GLASS, TYPE G2
tt 1' NOM. +I
1/4' T_ Cl
10 AIF
1/V
L&
q DURASEAL®
SPACER
FILLAREA
. SEAL
ROLL -FORMED -
STAINLESS
STEEL
U/`-IM.GLABS
XL EDGE'"
OSPACER
i
Pnrtd
Deacdpdon
MMerlel
124
Kommedin84SGTPSSPacer Syetam
125
Guanml Super Spacer nXrWhh Hot Melt SuM
See We
128
Oumlaz Duraseel
Shoat for
Maleaela
127
Cordlna7 XL Edge Spacer
REFERENCE TEST REPORTS: FTL41)77, eBe98 e870
* No. 58705
TGLAZING
TEMFER�EDS
'wia vaaA=caaiim"
cgRroFAurN tssaa
mm"" �,nA`
GLAZING DETAILS
', (C ••'•ORIOP,:•G�C�W�
'��Sir1ONALIEN.��`
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e nTnene, Anec wuef 1 wC f IRCn cnw Tem C + wac www. 9. a 99 Lnw
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NOTES
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4' SILL
2) WHEN USING THE 2-12• SILL, POSITIVE WATER DP IS 40.67 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 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A
3)4, 3.1/4' AND 2.12' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
THE 1-12' SILL IS NOTAND MUST ONLY BE USED WHERE WATER RESIT ANCE IS NOT
REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWNIIN TABLE 1 MAYBE 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)OOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN
REQUIRED.
8)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL
QUANTITY, DIVIDE BY FOR PAIRS TO BE INSTALLED.
5
ENSIONS AND SHEETS 18 s 10 FOR ASSEMBLY DETAILS.
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NOTES:
1)POSLTNE PRESSURES IN TABLE 2 ARE BASED ON THE USE OFTHE 4' SILL
2) WHEN USING THE 2.1/2' SILL, POSITIVE WATER DP IS 48.87 PSF MAX WHEN USING THE 3.//4' SILL, POSITIVE WATER OF IS 60.0 PSF MAX
WHEN USING THE 4' SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRES. UNCHANGED} SEE TABLE 2A
LENGTH
3) 4,3-1hrAND 2-10SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-1re 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:101-1
PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FED (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR
OH RATIO d 1
WATER INFILTRATION,
4) SEE SHEETS 100.14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
SEM COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) DOOR TO ON RATIO=OHLENGTH
OH HEIGHT
SEE NOTE 3
8) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
297. dFAV77lA'd®B
Sill HelghttoI
P
(Water klahaRaft)
Sul RroeI1Ie19nt(Flat
or Bml,ofSheet
17)Fush-1.1/r3GW-2.1PeMNNNn-3114'
SEE NOTES 1+T
DLO WIDTH=
NOM. PANEL WIDTH - 7'
DLO HEIGHT -
DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT=
DOOR UNIT HEIGHT -1.868'
PRo9uct"VoM
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JR xusamatsAsm _ _
Design Pressuro(DP) and Anchw Quantities Required, (forall approved configurations on Sheets2 & 3)
For comcrwb ijal anchomp on War 138• camaruNbr, am least 11
Tale applies to ao Gave rypesen i
en S91e/Aatm9el types chosen
takes. Pmiew (+) OP MW be
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FOR EAAMPLh UNUbiNO IAtlLC, OCC i)mCC If.
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PANEL HEIGHT - DOOR UNIT HEIGHT -1.866•
TARLE3A.
Sill Helghtto Meet. (+) DP
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see note3
lar•2-1fY
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* 60.0
SEE NOTES iJ
I
OR LENGTH, 1.
�I OR RATIO 21
OH RATIO = OR LENGTH
OH HEIGHT
NOTES;
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OFTHE 4- SILL
2) WHEN USING THE 2-12' SILL, POSITIVE WATER DP IS 48.87 PSF MAX WHEN
USING THE 3.1/4• BILL, POSITIVE WATER DP IS 60.0 PSF MAX WHEN USING THE 4'
SILL, POSITIVE WATER OF IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED).
SEE TABLE 3A.
3) 4•, 3.1J4' AND 2-IW SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
WHEREAS THE 1.1/2• SILL IS NOT AND MUST ONLY BE UBED 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 1044 FOR ANCHORAGE SPACING, EDGE DISTANCE AND
EMBEDMENT INFORMATION.
S) DOOR SIZE TO COMPLY WITH CURRENT FSC EGRESS REQUIREMENTS WHEN
REQUIRED.
8) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL
QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
4S AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS
' Interlock ,••_._..._.________._.....________..__.__.__-__.____..
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e
Counter
R non
G ed
Parta61(x2)
Partn61
Part 461
PartA61(Stlle)
Part968 (AstmgaQ
Part 061
Part961(SOIe)
Part 9118 (Corner
Receiver)
pan #119(OutJ
Part 4120(In)
Part861(S01e)
Perts031&932
I[am. & Fxd Mount)
Part881
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A.Momas
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No. 58708
NO FRAME '819'P-HOOK ANCHORAGE CONSISTS OF: SEE•CYCLUSTER
SEE EOUIRO (8) P-HOOKANCHORS, SEE'C6' CLUSTER MAX UNIT WIDTH ETAILS, SHEET 10
SPLICE(PERPENDICULARTO GLASS DETAILS SHEET IO FOR I SEE "C6'CLUSTER DETAILS. FOR ASTRAGAL
HISSHEEnfiR
PNOTE,IX SEE POCKET PLANE) SEE
(B)P-HANDODKSHEET7 ___ x INTERLOCK PANEL WIDTH DETAIL SHEE711SHEETIOFOR INTERLOCK M4'�.C.
JAMB MOUNTING ! x \\'' z z 'MAX
SHEET 14 BETWEEN P-HOOK
ANCHORS S AT 3•
FROM TOP S
BOTTOM
TO OPENING
END PANEL
24• MA
O.C.
•12'
ANCHORAGE
1
ZV MA
O.C.
SEE
INSTALLATION
DETAILS'Je 8 T(4',
SHEET 14 S PART
DETAILS'J' S W,
SHEET 19 FOR
P-HOOK
ANCHORS
14-MAX O.C.
S' MAX
ANCHORS
ANCHORS
= P-HOOK
MOUNTING
ADAPTER
ANCHORS
x
4 PAIRS OF
x ANCHORS
21°MAX (TOTALS
o.c. ANCHORS)
PER JAMB
x (SEE JAMB
DETAIL
BELOW)
ENDPANEL
ANCHORAGE�yY SKETCH BELOW)
(SEE SKETCH SELOVB `•7 yY , •IT ANCHORAGE •-2-
S•'• ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
2.04°
EXAMPLE:&PANEL 2 TRACK SO- OUTSIDE CORNER -PXXM-EXT MOUNT POCKET ANCHORAGE PLAN:
42' K BY NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 2. SHEET 7) S. SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES' NONSTRUCTURAL
IT
1) APPROVED ANCHORS: SEE TABLE A. SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR
42'
j
CENTERLINEOF QUANTITIES SPECIFIED IN TABLES 1-3. SHEETS e•8:
NOM.
<
01
INTERLOCK HEAD S SILL: S° MAX FROM FRAME CORNERS. USE
PANEL
SEE•CYCLUSTER SPECIFIED CLUSTER FROM APPROPRIATE TABLES,
WIDTH
DETAILS, SHEET IO SHEETS SB AT EACH INTERLOCK AND STRAIGHT
FOR INTERLOCK AND CORNER ASTRAGAL LOCATION, PLUS
SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE
°aY ANCHORAGE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24-
OC MAXIMUM
ANCHORS MAYBE ADDED
AS NEEDED TO ALIGN THE
ocTRI°R HEAD OR SILL IF A SPLICE
21' CJ OCCURS AT THE P•HOOK
MAX
O.C. mmucruvm
��� Y.FMd1e
S.84° .4xp(°u•fN 17-rx.7n•e5
R4MMIw Dw
3.6
B MAX
p 1�yd,•
CENTERLINE JAMBS S P-HOOKS: 6• MAX FROM BOTTOM, 21- MAX ANCHOR PAIR O.C. (JAMBS), 14• MAX ANCHOR
�2•TRACK OF PANEL D.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 841, SEE
P• 100K ANCHOR DETAILS ON SHEET 14. FRAME JAMB
°*2' ANCHORAGE ANCHOR PAIR
REQUIRES SEE'C6• CLUSTER END PANEL
CENTERLINE CENTERLINE
•
'C8° CLUSTER, SEE DETAILS, SHEET 10 ANCHORAGE
DETAILS, SHEET 11 OF FOR ASTRAGAL f `OF
(2 ANCHORS) S• INTERLOCK ASTRAGAL
•
4.051' 1
uul����
aW
am
CENTERLINE
EXTERIOR V I '-'FPE°12"ANCHCENTERLINE CENTER2-ANCHORAGE/
OF PANEL6OAN43
I
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
i•0 ,,._U14„I ),�,`
R M I 1 a
mlr. pFAUINfAAE
NTS 1 9 - 22 1 PG70128
STRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE
INTERLOCK--i IFNEEDED INTERLOCK CONDITION,USE
CENTERLINE I CENTERLINE I 'CS' CLUSTER DETAIL)
a3.5"2.04°4.08'6•
EXTERIDI
ASTRAGAL OR SPLICE LOCATION
INTERLOCK—J�IF NEEDED
CENTERLINE I
3.6'
1.75'
2.04°
ASTRAGAL OR I (FOR SPLICE
INTERLOCKI CONDITION, USE
CENTERLINE 'CB' CLUSTER DETAIL)
7' 7'
2.04'
'DWG
ASTRAL OR SPLICE LOCATION
INTERLOCK-1 AF NEEDED 2.04"
E%fIE-IRIM 3'6 r
v 2-TRACK FRAME HEADISILL
EXTERIOR 4 T
V 2•TRACK FRAME HEAD/SILL
ExiET1WOR . 1
V 2-TRACK FRAME HEAD/SILL
Lail ASTRAGAL OR INTERLOCK
M ASTRAGAL OR INTERLOCK
Q ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
(USE WHERE 5 CLUSTER
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED.'C4')
ANCHORS ARE REQUIRED,'C6')
ANCHORS ARE REQUIRED,'C6•)
EXTERIM
v XTRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL
A ASTRAGAL OR INTERLOCK R ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE S CLUSTER
ANCHORS ARE REQUIRED.'C4') ANCHORS ARE REQUIRED,'C51 ANCHORS ARE REQUIRED,'C67
21"
MAX.
O.C.
W MAX
ASTRAGAL OR SPLICE LOCATION
INTERLOCKIF NEEDED 204'
CENTERUNE L.�. 3,6'
7'
21"
'DW MAX
O.C.
, 2.04'
ASTRAGAL OR L�SPLICE LOCATION
INTERLOCK-- IF NEEDED
CENTERLINE !
IXTERIOR
0
4-TRACK FRAME HEADISILL
ASTRAGAL OR INTERLOCK OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'C4')
XL 7 T +1 3.6' F.—
ASTRAGAL OR I(FOR SPLICE
INTERLOCK'I CONDITION, USE
CENTERLINE i CO. CLUSTER DETAIL)
a•
EXTERIOR
4-TRACK FRAME HEAD/SILL
0ASTRAGAL OR INTERLOCK OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED,'C5')
cmr. oFwrx.�cue
ASTRAGAL OR (FORSPLICE
INTERLOCK CONDITION, DO NOT.
n NTCDI IN= USE THIS DETAIL)
W MAX
2.04'
DWG. I
21'
MAX
O.C.
2-TRACK
FRAMEJAMS e'MAK
ANCHOR PAIR
4-TRACK
6'DWG. FRAMEJAMB
oa ANCHORPAIR
ANCHORS MAY BE INSTALLED
EITHER IN THE EXT. OR INT.
TRACK (INT. SHOWN)
NOTES:
6,64• 1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
2. FOR HEAD OR SILL SPLICE
LOCATIONS/ANCHORAGE AT
3-TRACK FRAME JAMB P-HOOKSEESHEETB.
ANCHOR PAIR
FOR SPLICED
CONDITIONS ONLY:
_SPLICE LOCATION
+4 3.5'
4-TRACK FRAME HEAD/SILL
0ASTRAGAL ORINTERLOCKORINTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'CB')
WITH S WITHOUT SPLICE CONDITION
DI WS11 10 •22PGTo728
��wxYneAIAEI
lWtrnl�D°k I�
`— L•—O,.L�IU In ANII Y LYNN
1 %ueFxsp
* : No.8BT06
� •'• rRATE OP'
o„�NAL E,
A LTNN Swell
Zb4• 0�oft
IN7E l0 2.04' NOTES:
INTERIOR 2.04' TALL DIMENSIONS SHOWN
IMEN00. T ARE BASED ON MINIMUM
4'DwG. 8.�'ALLOWED.8.17 3.6• 3.5' 2. DETAILS DEPICT ANCHOR
eOH 80 3. I��.4DIAG.
RI i • IMEWOR 1 ° QUANTITY AND SPACING,
ExTEnroR AND WOULD BE IDENTICAL
EXTERIOR FOR EXTERIOR OR INTERIOR
R a^ owG. a• owc.
CORNER CONFIGURATIONS.
_ •+1'ANCHOR
3b' -4' 3.6' 3 ' 4'
2.04' EXTEwaR 2.Oa'2.04' EXTE aR 4' 2.04• 7' 8.9
90° CORNER 80• CORNER 135' CORNER 135' CORNER I__ CENTERLINE
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAO/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL I OFPANEL
(USE WHERE 4 CLUSTER (USE WHERE 5OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER
ANCHORS ARE REQUIRED,'M ANCHORS ARE REQUIRED.'CB•) ANCHORS ARE REQUIRED,°M ANCHORS ARE REQUIRED,'Ce•) '+2'ANCHOR
A&V
EmaLcR IM£RIOR 2.04'
4.08' •+1°ANCHOR
a' DWG:
3'6' Ivri e.0 T41• 3S I _ CENTERLINE
7' 136° EXTE OR f OFPANEL
3.6' '+3'ANCHOR
4.4b6' 7•
.37
WOFPA
2'�4• 3.6' 4 3.5'
EXTERIOR T 4' i�=la d "+2'ANCHOR 7 4 AG.
80•CORNER 135' CORNER VIEWS CENTERLINE OF PAN&.
3-TRACKFRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V I 2-TRACK FRAME HEAD/SILL
AT ALL 3-TRACK CORNERS)
AT ALL 3-TRACK CORNERS)
4°DIAG
Pm ruvow
Vnd
INTERIOR
6.12•
�NLER/OR
z,oa•.
( 9
2.04°
.12'
3.6°
I
Mu.IWals_..•--�ITi29_•0
q•
€>
INTERIORg.88•
OF PTANELNE
INTE oa
0
3.5'
135.
'+3'-ANCHOR-
4'
04'
7
8.1r
G.
B.1Y
3'6'
4.08'
r EMMOR
'
204•
Exre
3.6' 4'
w 7°
OR
4' DIAS.
EME ai 4'
3.6• I CENTERLINE
NpIIuII
�• L NN ,
SO• CORNER
136' CORNER
2.04•-`OFPANEL
�+,A%Y
-, 'JC... *1
Q�•' BF ''-
4-TRACK FRAME HEAD/SILL
4-TRACK FRAME HEAD/SILLTRAcK
4RMEDI HOR
z *: No. fi8703
('C$ANCHOR CLUSTERREQUIRED
ATALL 4-TRACK CORNERS)
('CB• ANCHOR CLUSTER REQUIRED
A7 ALL 4-TRACK CORNERS)
LSILL
INTERMEDIATE ANCHOR LAYOUT
TEAK
"O
lz
(3•TRACK SIMILAR)
Dn
ANCHORAGE EMMPLE CLUSTERS
s•• �ORIDP • ���'�`
TETpuwmn
�� S�••........•• G `�
mQr.or,xmaaoae
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NM
11 . � POT0128
C
PS11=
INSTALLATION DETAILS
EDGE DISTANCE:
SEE TABLE A. SHEET 1
2-1/16
1/4'
70 r SHIM MAX
1
TYP.,SEEANCHOR ...rv'n�n Nv'w
NOTE 3, SHEET &TABLE A. SHEET
2-TRACK FRAME HEAD
w WOOD INSTALLATION
WOODANCHORTYP., 2X WOOD
SEE ANCHOR NOTES TYP., SEE ANCHOR
&TABLE A. SHEET 1 NOTE 3, SHEET 1
SEEANCHOR
NOTE 5, SHEET
1(114-MAX.) _ I SHEETI
(1/4'MAX) «
EXIEWDR
2.1/16"
EDGEDISTANCE:
SEE TABLE A, SHEET I
EMBEDMENT: SEE TABLE A. SHEET 1
"" I
2-I/16..
EDGE DISTANCE
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
2-TRACK FRAME SILL
WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
2XWOOD
TYP.. SEE ANCHOR —
NOTE 3, SHEET 1 r
EMBEDMENT: SEE TABLE A, SHEET
EDGE DISTANCE
SEE TABLE A, SHEET 1
2-1/16"
TYR, SEE ANCHOR L
NOTE 3, SHEET 1
3-TRACK FF
WOOD INST
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
SFF &TABLE A, SHEET
1/4'
MAX
SHIM
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1 MIN. OF 3 THREADS BEYOND
EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A, SHEET 1
p-I/IV- NOTES:
METAL TIP., SEE
/SMSANC
TABLE A & ANCHOR
SEE ANC
NOTE 4, SHEET
&TABLE
4-TRACK FRAME
®pv
METAL INSTALLA
2XWOOD SMSANCHORTYP.,
TYP., SEE ANCHOR SEE ANCHOR NOTES
�jANCHOR
NOTE 3, SHEET 1 SEE & TApBLLEE A, SHEET 1
I II I NOTE 6, 91 W !J tll ril
3-TRACK FRAME SILL 4-TRACK FRAME SILL
Ew WOOD INSTALLATION ®METALINSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET I
EDGE DISTANCE: 2X WOOD
SEETABLE1 A.
SHEET TYP SEE ANCHOR
1 NOTE 3, SHEET I
—r—r
EMERIOR V
1/4' MAX SHIM 4.-
®24RACK FRAME JAMB
WOOD INSTALLATION
WOOD ANCHOR TYP..
SEE ANCHOR NOTES -
& TABLE A. SHEET 1
1/4- MAX SHIM
fERI. G�AUM.IAS4
1/4' 1. ALL DIMENSIONS
MAX. SHOWN ARE BASED
SHIM ON MIN. ALLOWED.
2. METAL OR WOOD
SUBSTRATES MAYBE
USED FOR ALL FRAME
Typ. TYPESPERTABLEA,
NOTES SHEET 1.
IEET 1
'DIAGONALO.C.IS
MIN 4' (HEAD & SILL)
OR 6' (JAMB) SEE
METAL TYP., SEE DETAILS, SHEETS 10 & 11.
TABLE A & ANCHOR
NOTE 4, SHEET I
I�j MIN. OF 3 THREADS BEYOND
L THE METAL SUBSTRATE
TABLE A, SHEET 1
EDGE DISTANCE -
SEE TABLE A, SHEET 1
EMBEDMENT: SEE
TABLE A, SKEET >++acucTuevo
_ ��r�.lnanwl
EDGE DISTANCE: 4arAWepN i,�
METALTYP., SEE
SEETABLEA,'��O—iH.}I.7.-�
TABLEA&A&ANCHOR SHEET
SEEEE
EDTABLE , NOTE 4, SHEET wr y
I
SHEET ETI
SMSANCHORTYP.,
,. SEEANCHORNOTES
& TABLE A. SHEET 1
—MIN. OF3 �IUIlll lllq
THREADS
EXMRR10R BEYOND THE
V .SMETAL
UBSTRATE •'"•••..,
1/4'MAX. SHIM 1-� *' �'�
1212 -22 1 POTD128
I
IINSTALLATION DETAILS EMBEDMENT. SEE TABLE A, SHEET 1 EMBEDMENT' SEE TABLE A. SHEET I NOTES:
CONCRETE EDGE DISTANCE-' SEE CONCRETE EDGE DISTANCE - EDGE DISTANCE: 1. ALL
i i SEE TABLEA. SHEET 1 CONCRETE SEE TABLE A, SHEET 1 SHOWN ARE BASED
PERTABLE TABLE A, SHEET I ON MIN AL D I I
A. SHEETI PERTABLE 2-I116r- PER TABLE 2-1/16"' LOWE
A. SHEET I A SHEETI I
C
7 MAX. -(HEAD&BILL)
1/4' - DIAGONAL D.C. IS
MIN 4
1�1 B SHIM ORB'(JAMB)SEE
1w DETAILS, SHEETS
illTABLE A. MAX. MAX
ABEDMENT'. IN
SHEET I SHIM SHIM
PROPERLY SECURED IX CONCRETE ANCHOR TYP., . . . . . PROPERLY CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP.,
WOOD BLICKTYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE BEEANCHORNOTES&
ANCHOR NOTE 3, SHEET I TABLE A6 SHEET I ANCHOR NOTE 3, SHEET I TABLEASHEET I ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET I
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
ToNcRETE --INSTALLATION 6 CONCRETE INSTALLATION CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETEANCHORTYP., PROPERLYSECUREDIX
SEE ANCHOR NOTES &-7 WOOD BUCKTYP.. SEE SEE ANCHOR NOTES -7 WOOD BUCKTYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE
TABLE A. SHEET 1 ANCHOR NOTE3.SHEET 1 TABLEA.SHEET l/ ANCHOR NOTE 3. SHEET I TABLE A. SHEET I ANCHOR NOTE 3, SHEET 1
SEEANCHOR BEE ANCHOR SEEANCHOR
NOTE 5, SHEET
NOTE a.
NOTE S.
1 (114- MAX)
SHEETI
SHEETI
(1w MAX) r. j (114- MAX)
T
R
E.Rog
<�3
NOR f
CONCRETE
2-1118"
2-1116-
2-1116-
EDGE DISTANCE.. CONCRETE . EDGE DISTANCE: CONCRETE EDGE DISTANCE:
JA
PER TABLE
A.SHEET I
SEE TABLE A, SHEETI PERTABLE SEETABLEASHEETI PER TABLE SEE TABLE A. SHEETI
EMBEDMENT: SEE TABLE ASHEET I SHEET 1 EMBEDMENT: SEE TABLE A, SHEET I A,SHEET 1 EMBEDMENT: SEE TABLE A. SHEET 1
2-TRACCK FRAME ILL
S-TRACK FRAME@4-TRACK
FRAME SILL
(55—NRETEINSrALLATIONS
CONCRETE INSTALLATION
CONCRETE INSTALLATION
EMBEDMENT.'SEE
TABLE A. SHEETI
F**Dmracvwo
EMBEDMENT: SEE
TABLE A�,, SHEETI
EDGE DISTANCE
EDGE DISTANCE:
PROPERLYSECURED SEE TABLE A.
CONCJCMU ANCHOR SEE TAB A,
lXWOOD BUCK TYP. SHEET 1
TABLE A, SHEETI -
TYP.,SEEANCHOR IF SAM-7
SEE ANCHOR NOTE 3:
PROPERLYSECURED EDGE DISTANCE'
NOTES & TABLE: A,
SHEETI
IXWOOD BUCK TYP.,— !i*� SEETABLEA,
SHEETI
SHEETI
SEE ANCHOR N07E 3. Cl
CONCJCMU ANCHOR �141 2 IJI(r'
SHEET I
TYP., SEE ANCHOR
CONCJCMU ANCHOR
PROPERLYS'EGURED
NOTES & TABLE A. k---;:
TYP., SEE ANCHOR _E
1XWOODBUCKTYP.,
WOO BUCK
Cg;.: CONCRETE
NOTES,
SEE ANCHOR N
SHEETI CONCRETE
A. %,--OR
NOTES & TABLE A.
CONCRETE
ORCMU
CMU
c � PERTABLE
SHEETI
PER TABLE
A, SHEET
�--OR CMU
A. SHEET 1
I
at,
PERTABLE
'O'll4' MAX SHIM
-,7
Nm 68705
A, SHEET 1
114- MAX SHIM
1/4- MAX SHIM —1
2-TRACK FRAME JAMB
3--TRACK_
E:r JAMB
KFRAME AM
C JAMB
da ONCRE —EIN
_K
_
(s CONCRETFJCMU INSTALLATION eONCET U INSTALLAMON
T MMU S QN
kLel/ TALLATI
ANCHORAGEDETAIL s
....... .
SERIES 670ALUM. SGO - NON -IMPACT
—7
1-7r-WJ 4
PM 1 13 - 22 1 PUM128
INSTALLATION DETAILS
FRAMEJAMB
REQUIRED AT ALL
INSIDE POCKETS
EMBEDMENT: SEE
TO PREVENT
IOD FRAMING TABLEA, SHEET 1
P-HOOK MOUNTING ADAPTER WATER
WOOD ANCHOR TYP.,
INFILTRATION
SEE ANCHOR NOTES
EMBEDMENT:
& TABLE A, SHEET 1
SEE TABLE A,
(ALSO SEE TYP.
SHIEST
Ze ILLUSTRATION, SHEETS)
�E6GEDISTANCE: SEE
TABLE A. SHIES TI
EMBEDMENT:
TABLE A,
Gr7SHSEE
E%IESbR
EET 1
EDGE
DISTANCE
CONCJCMU
ANCHOR TYP.. SEE
ANCHOR NOTES &
TABLE A, SHEET I
1.1/4' MIN. EDGE DISTANCE
PHOOKWOOD ANCHOR TYP.,
��II�
P•HOOK�"S-''��`.:'i".
'^•:�;-':)'(•>.
`ANCHORTYP.,SEE
SEEANCHORNOTES
�7
.:.e:
ANCHOR NOTES B TABLE
&TABLE A, SHEET
CONCRETE OR
CMUPERTABLE
EMBEDMENT: SEE
A,SHEET I
(ALSO SEE TYP.
2.693' MIN. SHEET 1
A.
TABLE A. SHEET 1
(ALSO SEE TYR
ILLUSTRATION, SHEET 8)
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS
P-KOOK FOR USE WITH FLAT SILL RISERS
PARTS 08. #20. #22 OR #24,
PARTS 01S. 920, #22 OR#24,
WOOD INSTALLATION
EXTERIOR MOUNT SHOWN.
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN
(SEE TABLES IA. 2A&3A
MAY ALSO BE INSTALLED -IN
(SEE TABLES I 2A 83A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
INTERIOR CONDITION
FOR WATER RATINGS)
EXTERIOR CONDITION
METAL TYP.,
P-HOOK MOUNTING
SEEANCHOR
EMBEDMENT: SEE
P-HOOK MOUNTING CONCRETE OR
'
EMBEDMENT: SEE
gDAPTERCONCJCMU
NOTE 4, SHEET 1;
TABLE A, SHEET 1
ADAPTER SMS CMU PER TABLE
TYP.,
TABLE A, SHEET 1
ANCHOR TYP., SEE
MIN. OF 3 THREADS
3 THREADSTAL
ANCHOR SEE A,SHEETI
NZ
f; ,�. 1;;t,:•.:.
�.
ANCHOR NOTES STABLE
BEYOND
ANCHOR NOTES
('
A. SHEET I
SUBSTRATE
SUBSTRATE
n�&TABLE
A. SHEETi �..a�,,..�.,T.
{_:.. ,_, ..
';",i.
(ALSO SEE TYP.
SHEET I
DISTANCE: SEE
A SHEET I
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ONMIN.ALLOWED.
2. FIGURES ON THIS
SHEET ARE FOR
ILLUSTRATIVE
PURPOSES ONLY. SEE
TABLE A, SHEET 1 FOR
ALLAPPROVED
SUBSTRATES,
3. SEE TABES 15,
SHEETS 8-B FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
�ILLUSTRATION,SHEETB)
FRoYO[rK¢vT6!p
wdilLs Rr,B,y
(^/
"_ll..
Abi x
8 Fy �i I ro ze oq
1.1/4' MIN. EDGE DISTANCE
4...,.k.
�
ate.
P-HOOKSMSANCHORTYP. / art
SEE ANCHOR NOTES J ��TL
P-HOOK CONCJCMU� FX! glm
ANCHOR TYP.. SEE
&TABLE A. SHEET
ANCHOR NOTES&TABLE V
(ALSO SEE TYP. 2.683- MIN.
A, SHEET 1 2.693' MIN.
ILLUSTRATION, SHEET 9) EDGE DISTANCE
(ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION, SHEET 9)
®P-HOOK FOR USE WITH BOX SILL RISERS
® P-HOOK FOR USE WITH BOX SILL RISERS
�� Y LYNry
PARTS#19 #21 023 OR#25
Ke PARTS#19 921 #23 OR 026.
`apN
METAL INSTALLATION EXTERIOR
CONCRETE INSTALLATION EXTERIOR
�� 'C ,r'�IDEH3E
(SEE TABLES IA. 2483A MOUNT
SEE TABLES IA, 2A&3A MOUNT'
FOR WATER RATINGS) ONLY
FOR WATER RATINGS) ONLY
* : No. 66705
�xr.OPANILPA�O
wr I WS 1 14 > 22 1 ' PGT0128
CONFIG. EXAMPLES
HEADER DETAIL'A',
SHEET 18; INSTALLATION
DETAILS'Avl &'AC,
SHEETS 12 & 13
SILL DETAIL V, SHEET 18,
INSTALLATION DETAILS
'DW 8 Vd, SHEETS 12 & 13
MAX. UNIT
WIDTH
NOM. PANEL WIDTH
TYP. PER TABLES 1.3
E%iE on
SO°
PANEL PANEL
PANEL TYPE TYPE PANEL CORNER OETAIL'N2',
TYPE .Q8, 'AV TYPE SHEETIS&CORNER
W 'M 17ANCHORAGE SHEET 11 161
NOM. MAX UNIT
MAX HEIGHT INTERLOCK DETAIL
ANEL { WIDTHETYP. O PER 'M'.SHEETIO
HEIGHT SEE PER HEIGHT TABLES MEMO R INTERIOR
W2TAIBLESJAMB DETAIL ION SHEET
L X X 18; INSTALLATION DETAILS
'Gv! 8'Oc', SHEETS 12 813
EXAMPLE: 90°INSIDE CORNER, 4 PANELS - XXOC(
PANEL CORNER
DETAIL
FRAME CORNER
DETAIL
NOTES:
1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE. DP/ANCHOR TABLES, SHEETS "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 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL.
3) PLEASE SEE APPLICABLE ASTRAGAL& INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES.
cw..OFANINRf><'f
DLO WIDTH a NOM. PANEL WIDTH- 7'
DLO HEIGHT= DOOR UNIT HEIGHT - 10.125'
PANEL HEIGHT = DOOR UNIT HEIG14T-1.888'
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CONFIG. EXAMPLES INTERLOCK DETAIL IFOR ALL DETAILS ON THIS SHEET, SEE Ni
-,M', SHEET 19 OPERABLE JAMB DETAIL'03', SHEET 18;
}r-+ '- , INSTALLATION DETAILS'GW &'Gd, SHEETS 12 & 13
;FIXED JAMB DETAIL'GT. ASTRAGAL HEADER DETAIL'A', SHEET HEADER DETAVm
SHEET 18; INSTALLATION DETAILS'L1'8 'IS: INSTALLATION DETAILS INSTALLATION'DET
DETAILS'GW &'Gd, L2, SHEET 19 'AW &'Ad. SHEET512 & 137 SHEETS 12 & 13
S
EST IS:
I'AW &'Ad,
90'
JAMB DETAIL'GT, SHEET
18; INSTALLATION DETAILS
'GW &'GV. SHEETS 12 & 13
NTERLOCK DETAIL
M', SHEET 19
90' OUTSIDE CORNER
IN E IOR
SHEETS 12' II 4j` E l NOM. PANEL
11 / 819 �1. X X X X WIDTH TYP.
l L`', I PER TABLES
SEE FRAMER MAX UNITWIDTH L MAXUNRWIDTH 13
PANELCORNER SILL DETAIL 17. SHEET IB; II"ii MAX. UNIT WIDTH
CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS -
DETAILS SHEET 16 2( TRACK) 'DIN &'DC, SHEETS 12 & 13 EXAMPLE: 90° OUTSIDE CORNER - X)UXX (2-TRACK)
ASTRAGAL DETAILS lY & INTERLOCK DETAIL V. SHEET 19 JAMB DETAN DE SHEET 7 &
L2, SHEET IB� INSTALLATION OETAILS'IW &
// INTERLOCK DETAIL'M', SHEET 19 'Id, SHEETS 12 & 13
.'��.'�'---�8' 'HEADERDETAIL 1 ff
_ HEADERDETAIL'C,SHEET
JAMB DETAIL'H2', SHEET Pfi00K OETAIL'J' &'K', SHEET 'B', SHEET 18; ,� 18; INSTALLATION DETAILS
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW. INSTALLATION —7 JAMB DETAIL'IP, SHEET 18; INSTALLATION&'CC', SHEETS 12 & 13
'HW &'Hd, SHEETS 12 & IT Vd,'KW &'Ke, SHEET I4 DETAILS MW & W. DETAILS'NY & Td. SHEETS 12 & 13
SHEETS 12 & 13 wrooucraevwo
iEETS 12 & 13
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'R'
'L'
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IN
NOM.
PANEL
UN
HEIC
WIDTH TYP.
PE
MAX.
PER
SEE
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TABLES IJ
NOTE 2,
1;
HEIGHT
SHEET 15
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ES 18;
INSTALL
DETAILS
DW & Dd,
r MAX UNIT WIDTH
-----
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
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1'
M'
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1
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¢
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MAXSEE
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3
DLO
NOTE 2,
TABLES 13
HEIGHT
SHEET 15
a
b
i
O
x
EXAMPLE:
OXXXp
----
SILL DETAIL'S', SHEET 18;
{r l nrla.n, rtnan l ru�.nc a 'EW &'Ed, SHEETS 12 & 13
.TYPE
'PANEL
PANEL
TYPE
TYPE
'Cs
US'
NOM
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MAX
WIDTHTYP.
DLO
PER
[EIGHT
TABLES 13
b
MAX
DLO
WID
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PANEL
TYPE
K' MAX.
UNIT
HEIGHT
SEE PER
NOTE 2, PER
13
HEET 15
a
MAX UNIT WIDTH
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
M.
P
P
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IT
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EXAMPLE: XXXO SILL DETAIL'P, SHEET 18:
(4TRACK,BY-PASS) INSTALLATION DETAILS
'PW&'Fc', SHEETS I2&13
sI NTS116 > 22PG70128
#; No. SB798 ••r
EXAMPLE: XXXO SILL DETAIL'P, SHEET 18:
(4TRACK,BY-PASS) INSTALLATION DETAILS
'PW&'Fc', SHEETS I2&13
sI NTS116 > 22PG70128
#; No. SB798 ••r
PANEL'S RIGHT STILE TYPE
PANEL
INTFALO�CM
INTEROLW(
FIXED
STILE
LOCNSTIte
AS1pA0AL
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SEE DP TABLES1.3,SHEETS B FOR PANEL
SIZES B DESIGN
rr
Asnutw.
BOX IN
�11
LEFT
QI E
RIGHT
PRESSURE.
w/gym
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2. PANEL TYPES NOT SHOWN OR CROSSED OFF
J
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N.
T
PANEL
U STILE
'JO�LL
V °
PANEL
STILE
ARE NOT REQUIRED FOR ANY CONFIGURATIONS
AND ARE NOT AVAILABLE.
BOXO
Boxour
(05Y RID
mBTaln
3. 00' ASTRAGALS TO USE HEAVY-DUTY STILES
AV BAL
T
/ E PANEL 'S' SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND
EITHER
(�ER/IOR(#1119 OR IRNER VNTERIOR(#120) CORNS
W
BOX IN
V APPLICABLE
STILE/ASTRAGAL REQUIREMENTS.
ASTRAGALS.
fn B�ULOOOCK'�TILRE
RT
Cl
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(981) AND CORNER ADDON(#311
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OPTIONS
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1.1IT
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aE HIG 4' *I Nq 6B70S -
FLUSH.
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_=
' NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS BA =TB 73
fora TEDIPIOL By4WYF d°5ea
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NVEA�R.SBve
PANEL
TYPES
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ALYNI♦
PGTD128 C PEAW05
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
SHOWN WITH
OPT. SCREEN
TRACK
....
S
Gt
BU OR BI
G3
2-TRACK JAMS
2-TRACK JAMB
(SHOWN
CLP�
WITH
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113 61P01 -�
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HE EXTERIOR)
63
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0 FRAME SILL
• ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
i-3, SHEETS 84 FOR DP (PSF) ASSOCIATED WITH STILE.
108 FLU. PANEL JAMBL ORI
p�I( p 60 ORM 10S
68101.1 17
M OR 61
16 6
6 SEE DETAIL GI
FOR FIXED
PANEL CLIP 61g-
SEE DETAIL G2
166 FORMED
PANEL CLIP 6 103 WORM
6
16 17
BOOR 81 RIOR
- �•I,E�ERIOR DIME
3--T-TRACK JAMB 3-TRACK JAMS V4-TRACK JAMB 4•TRACK JAMB
(SHOWN WITH ®(SHOWN WRH 11 (SHOWN WITH 12 (SHOWN WITH
OPERABLE PANEL) FIXED PANEL TO FUND PANEL TO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
4-TRACK
F FRAMESILL
ammo I NTS 1 18 -22
MAX UNIT
HEIGHT PER
TABLES 14
rNM `68708
p0�•. edYE'�1 T
IMPACT l,'OIVALIET ,
PGTLI128 C
II
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FORR INSTALLATION DETAILS) NTJ EBIQB 61 113 11B
�8 1t3
STANDARD ASTRAGAL. #07
HEAVY-DUTY ASIRAGAL 968
90' OUTSIDE ER
Lf WITH STANDARD STILES 060
®W HHEAW-D-DUTY STILES 961
-TRACKSHOWN
EXTERIOR BOX ASTRAGAL SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (SOX -IN)
TOWARDS INTERIOR (BOX -IN)
4�
41N1eR OR
36'
8
t
moil,
m00
o®13S OUTSIDE CORNER
2-TRACKSHOWN
(w2-TRACK THOWN
a
INTERLOCK
9
90-INSIDECORNER STILE) SHOWN, ITEM 960
2-TRACKSHOWN (STANDARD STILE) ALSO
APPLICABLE, SEE TABLES
", SHEETS"FOR DP
(PST) ASSOCIATED WITH
STILES.
i 1R000CVLLy�
Nd
* II
* N0. 66706
laq,m,m1-''%iY�ONAI
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J
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617309
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4
17312
617312
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5
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617317
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1D
17310
617310
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11
Ina
017313
FRAME BILL TRACK N9ERT
19
IM15
m7J15
FRAME SOJ.SCPEENAODONL6EE NOlE 3)
13
law
017310
FRAME 66LSCREEN ENDADDON(BEE NOTE 3)
14
173M
0IM5
b1RACKJAMB
15
17302
017302
2-TIACKIAMB WITH SCREEN MIL
10
17sm
61730e
&TRACKJAMB
I7
I731t
617311
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1s
173E
617322
SLLRSER-FLAT,FLUSKI-tl7
10
17319
0173%
SMISER-BOX FLISK 14W
20
17321
GIMI
GLLRISER-FLAT,LOW,24IS
21
IMS
61TB16
SLLRSER-SOKLOW,2.117
22
17355
617355
SLLRSER-FLA%MEDIUM;MtV
M
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Mimi
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20
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011sm
MCKETF4KX)K
27
7m0
07m0
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23
17354
517334
POCKETPN0OK MOUNT
29
11346
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40
4310
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42
41819
SCREENKEEPERSPACERSET
4J
152
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SCREEN INIEI(LOGKAD4PIER
M
M25
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45
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612250
SCREENTOP RAIL
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SCREEN BOTTOM RAG,
47
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STANDARD MILLER
40
M
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64344
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17340
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CXOSCREENASTRA(OLLADAPTER
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617327
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617324
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TO
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61745
1745
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100
am
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101
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less
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HANDLE KIT- NEMOR RASED WITH THUMB TURN, USED WITH An
IN
1740
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HWIXE KR- RASED E%IERIOR HANDLE. USED WITH 676
109
1131
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110
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min
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NOTES:
1) ALL ALUMINUM - 6063-TO
2) ITEMS 93339, 56-59, BB, 91. 84-99,
121 S 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OF #12 OR#13 REQUIRES
MCC #10 SMS OR 3116' MASONRY
ANCHORS @ 24- MAX, O.C.
MI
AIM Game
1t'
6.069° e.fiar
0.080'
1.211, Ism
0.081° O24RAC HEAD 84-TRACSILL
(0063-TB AL) (6003-TB AL)
8.198' +I
7211'
0.081' TG/%)2-T—RAC-K HEADW/SCREEN TRACK
(6083-T6 AL)
6.526"
0.080'
1.606'
O3-TRACK BILL
(6063-TB AL)
7.105' 8.221'
0.080`
1.211, 1.506"
OABP O3-TRACK HEAD Oe 2-TRACK SILL W/SCREEN TRACK
(6083-Te AL) (0063-T8 AL)
9.142'
4.49'
0.080`
1.211• 1.605'
0.081" O4-TRACK HEAD 02-TRACK SILL.
(0003-T0 AL) (6003-Te AL)
TT--1� 1.514'
128D' 11
OFRAME HEADIJAM13 SCREEN
ADDON
(6003-TO AL)
SEE SHEET 17 FOR SILL RISERS.
2-
0.63Y 0.06
1.510•
FRAME SILL SCREEN
2 ADD -ON
(6083-TO AL)
REQUIRES MIN. #10 SMS
OR3H6'MASONRY
ANCHORS ® 24° MAX O.C.
0.780
1.990'
FRAME SILL SCREEN
13 ENO AOD-ON
(8063-TEAL)
OR 3/16' MASONRY
ANCHORS ® 24- MAX O.C.
DFRO DF'A0M88O10
2-TRACK JAMB W/
16 SCREENTRACK
(6063-TO AL)
18 3-TRACKJAMB
(60a776 AL)
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I 1.36-
1.872' I
11.018`
D.082`
0.081'
DSCREEN )
a0 STILE
(6063-TB AL)
6.089`
1.046'
1. 3•W0.08Y
O14 2-TRACK JAMB
SCREEN
TOP RAIL
(8063-TB AL)
(5063-TB AL)
fl 4-TRACJAMB,
(6063-T6 AL)
•-�( I-•— 0.876•
1.993—'
0.0624
SCREEN
40 BOTTOM RAIL
(6003-TEAL) .
}RORUCORLYBep .
wkceRM1i18s81lY[
AcM�n•Y.4R�.v
* : No. 587D8
0.718' j�
0.087
0.284"
FRAME
0COVER
(6083-TEAL)
2.304' 0.75r
-1 L
0.082•' 0.0
0.233'
P-HOOK MOUNTING P-HOOK SCREW
ze AOAFrOR OCOVER
(6063-T6AL) (fi083-TB AL)
) 4
165` 4"
2.30• IA80-
0.080' 0.133"
0.830° 0.067 1.800 1.600
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1.974' � 3.12W 3.126'
2.44'
81 135° CORNER 32 135° FIXED MOUNT O STANDARD STILE 81 HEAVY DUTY STILE
(6003-T8 AL) (6063.78 AL) (6063-TB AL) (6063-TB AL)
H
'
3.802"
0.75r
0.574'
0.08T
SILL
0.075`
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O STANDARD ASTRAGAL
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382
OOK 1.1OR°
BOX RISER
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0.865'
1.739'
0.082'
1.888"
INTERLOCK
D
(6063-TB AL)
8.979'
IH
4.126" 1.050" 1� +11.050' 1-� 1.060"
0.076' 1.846' 4"
H.0461"
87° 8a9•
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0.281' 3.25' .045° �
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O O BEAD I. . OBEAD. FU<ED O GLAZING
(8083-TB AL) (8083•TB AL) (g063-TB AL) PANEL CLIP BEA6-
(8083-T8 AL) (6063-T6AL)
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0,7ST ^ 0.000�
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0.080" (8063-TO AL)
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(6063-T6 AL) (6063-TBAL)
116 90° OUTSIDE CORNERASTRAGAL
(6003-TO AL)
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0.133"
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1.303"
0,325`
0.687
NTERLOCK
95 SCREW COVER
(6083-T6 AL)