HomeMy WebLinkAboutNOA; Series SGD-670 Aluminium Sliding Glass DoorM®��E MIAMI-DADE 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 cL G� 0E EIVED T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries, Inc. REVIEWED FOR JUL 2 9 2021
1070 Technology Drive, CODE COMPLIANGSitting Department
North Venice, Fl. 34275 eVY�1 ��I � t •
ST. L CIE COU��St. Lucie County 7 /3 � File
C® i
SCOPE: �iJae c C.�
This NOA is being issued under the applicable regulations governin the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION.,(Ser=ies•"SGD=670" Alum�iriuirilSlid<in Glass Doorsiw/-9—O &-'135° E6riiers -NI
APPROVAL DOCUMENT: Drawing No. PGTO128 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 11/22/179, signed and sealed by Lynn
Miller, P.E., bearing the Miami -Dade County Product Control Renewal 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 required.
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 comer 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 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 considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 17-0420.09 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chandaa, P.E.
NOA No.19-1126.01
Expiration Date: April 07, 2025
Approval Date: January 09, 2020
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
L Manufacturer's die drawings and sections (submitted under files See below)
2. Drawing No. PGTO128 Rev B, titled "Series 670 Alum SGD-Non-lmpact", sheets 1 diru 22 of 22,
prepared by manufacturer, dated 02-02-14 and last revised on 06/08/16, signed and sealed by Lynn
Miller, Y.L.
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 FT L-8968, dated 02/15/16, 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, F TL-5980, FTL-
5994, FTL-6002, FTL-6034 & FT L,-6035, dated 08/1.0/09, 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 NoFTL-7554, dated I1/01/13, 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:-11-1.3, all issued by
Fenestration Testing
3. Additional R.EF supporting test # FTL 5254, FTL 5980, FTL 5987 and AT'1721.38.01-401-I8.
4. Additional, Reference Fixed window test report F')<'.L-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)
i . Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on
01130/15, sheets I thru 67, prepared by PUT, signed and sealed by Lynn Miller, P. I .
2. Glazing coinplies with ASTME-1300-02, -04 & -09.
D. QALITY ASSURANCE
1. Miami Dade Departinent ofReg ulatony and Economic Resources (RER)
c�
T Ishaq 1. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 19-1.126.01
Expiration Date: April 07, 2025
Approval Date: .Ianuary 09, 2020
E-1.
PGT Industries, Inc.
NOTICE DT ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CIERTIFICATIONS
1 None.
F. STATEMENTS (submitted under file 414-0123.11)
1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5" Edition) and "No financial
interest", prepared by PGT, signed & sealed by Lynn Mi11er, 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 (5°i edition).
4. Test proposal dated 6/4/13 & 08/12/13 approved by Jairne Gascon, P.E.
5. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO.
2. Evidence submitted under previous submittal
A. DRAWINGS
1. Drawing No. PGTO128 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. VESTS
1. None.
C. CALCULATIONS
l . Anchor verification calculations and structural analysis dated 04/18117 and last revised on
08/09/17, complying with FBC-217 (6r" Edition), prepared by PGT, signed and sealed by Lynn.
Miller, P.C.
2. Glazing complies with AST ME-1300-02, -04 &-09.
D. QUALITY ASSURANCE
1. Miami: made Department of Regulatory and Economic Resources (RER).
➢? MATERIAL CERTIFICATIONS
1. None.
I'. STATIENW,.NTS
1. Statement letter of conformance to FBC 2014(5" edition) & FBC 2017(6'" Edition) and letter of
no financial interest, prepared by PGT, dated 04/18/17, signed and sealed by Lyrui Miller, P.E.
tLr, OTHER
L Tliis NOA, remises NOA # 16-0629.03, expiring AI)1-iI 07. 2020.
3. 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 11/22/19, signed and sealed
by Lynn Miller, P.E.
Etihaq 1. C;handa, P.E.
Product Control Unit Supervisor
NOA No. 1.9-1126.01
Expiration Date: April 07, 2025
Approval Date: January 09, 2020
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERLkL CERTIFICATIONS
1 None.
F, STATEMENTS (submitted under file #14-0123.11.)
1. Statement letter dated 1.0/08/15 of compliance to FBC 2014 (5"' Edition) and "No financial
interest", prepared by POT, signed & sealed by Lynn Miller, P.E.
2. Letter of lab compliance, part of the above test reports.
C. OTHER
I . This NOA revises # 15-1.013.14, expiring April 07, 2020.
2. Test proposal # 16-0125 dated 03/09/16 approved by RER.
}. 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. Evidence submitted under previous submittal
A. DRAWINGS
1. Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-ianpaet", sheets 1 through 22
of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04118/17, signed and sealed
by Lynn Miller, P.E.
B. TESTS
L None..
C. CALCULATIONS
L Anchor verification calculations and structural analysis dated 04/18/17 and Iasi revised on
08/09fl7, complying -with FBC-217 (611' Edition), prepared by PGT, signed and seated 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
L None.
R STATEMENTS
1. Statement letter of conformance to FBC 2014(5°i edition) & F13C 2017(6"' Edition) and letter of
no financial interest, prepared by PGT, dated 04/18/17, signed and sealed by Lyiui Miller, P.E.
G. OTHER
1. This NDA rei.,ises NOA. # 16-0629.03, expiring, April 07, 2020.
3. New Evidence submitted
A. DRAWINGS
1. Drawing No. PGTO128 Rev C, titled "Series 670 Alum S GD-N o n -Im pact", sheets 1 through 22
of22, prepared by manufacturer, dated 02-02-14 and last revised on 11/22/1.9, signed and sealed
by Lynn Miller, P.E, 1 t Ishaq 1. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 19-1126.01
Expiration Bate: April07,2025
ApproN?al Date: January 09, 2020
1:-3
PGT Industries, Enc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B, TESTS
1. None.
C. CALCULATIONS (submitted under file #17-0420.09)
1. None
2. Glazing complies with ASTME-1300-02, -04 &-09.
D. QUALITY ASSURANCE .
1. Miami Dade Department ofRegulatoly and Economic Resowaces (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to EBC 2017 (but Edition) and letter of no financial interest,
prepared. by PCT, dated 11/22/19, signed and sealed. by Lynn Miller, P.E.
G. OTHEIZ
1. This NOA renews NOA # 17-0420,09, expiring April 07,-2025.
-- —ishaq 1. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 19-1126.01
Expiration Date: April07,2025
Appr•ovnl Date: Jannary 09, 2020
1 4
SERIES 670, NON -IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 900/1350 CORNERS
GENERAL NOTES
1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5.
2) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3) ANCHORAGE: THE 33-1/3% 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) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&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: FTL-5254, FTL-5979, FTL-5980, FTL-5987, FTL-5994, FTL-6002, FTL-6034, FTL-6035,
FTL-7554 AND ATI 72138.01-1401-18
TABLE B, SEE DETAILS ON SHEETS 4 & 5:
Glass
Type
Description (Listed from Exterior to Interior)
G1
3/16" TEMPERED GLASS
G1A
1/4" TEMPERED GLASS
G2
1" I.G.. 3/16" TEMPERED GLASS + 5/8" AIRSPACE + 3/16" TEMPERED GLASS
G2A
1" 1.G.. 1/4" TEMPERED GLASS + 1/2" AIRSPACE + 1/4" TEMPERED GLASS
GENERAL NOTES.............1
EXAMPLE CONFIGS.......... 2-3
GLAZING DETAILS ............ 4,5
TABLE A:
Anchor
Group
Anchor Type
R
Me
A
#1218-8 SMS,
(Fy=60 ksi, F„= 95 ksi)
#12 410 SS SMS,
(Fy= 90 ksi, F"= 110 ksi)
114" Elco Aggre-Gator®
Fy=57 ksi, F„=96 ksi
Jamb
Jamb
B
#12 Steel SMS (Gr. 5)
(min. of 3 threads beyond
metal substrate)
C
1/4" Elco UltraCon®
Fy=155 ksi, F"=177 ksi
Jamb
D
1/4" Elco UltraCon®
Fy=155 ksi, F„= 177 ksi
Jamb
Jamb
1/4" 410 SS Elco CreteFlex®
Fy=127.4 ksi, F„= 189.7 ksi
Her
Jamb
Jamb
1) WHERE SUBSTRATE CONDITIONS REQUIF
CHOOSE THE ANCHOR GROUP OF THE LOW
2) ALL ANCHOR HEAD TYPES ARE APPLICA13
3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN
4) FILLED BLOCK VALUES MAY ALSO BE USE
5) ANCHORS MUST BE OF SUFFICIENT LEND
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE
MIAMI-DADE COUNTY APPROVED AM
DISTANCE AND SUBSTRATE REQUIRE
2) FOR OTHER SUBSTRATE APPLICA-
3) WOOD BUCKS DEPICTED AS 1X AR
PROPERLY SECURED, 1X WOOD BUC
INSTALLED DIRECTLY TO SOLID CON
DEPICTED AS 2X ARE 1-1/2" THICK Of
(WHEN USED) SHALL BE DESIGNED 7
LOADS TO THE STRUCTURE. BUCK D
THE RESPONSIBILITY OF THE-ENGIN!
RECORD & TO BE REVIEWED BY THE
4) METAL SUBSTRATE TO MEET MIN.
REQUIREMENTS PER CURRENT FLOE
BE REVIEWED BY THE AUTHORITY H,
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT
PER TABLES 1-3
J'\
� J
Jw Jc I w a
14 14 Iw�w
/ Kc IZaCl)
I�Qw
Iwww
r z
�aQw
a
POCKET rwi�
1
1-PANEL
\� DwJDc
CONFIGURATIONS
I- MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
Gw Gc
12 13
MAX. UNIT 12 13
HEIGHT
PER TABLES 1-3
Aw Ac w Bc
12 13 12 13
f19
t19
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
T Gw
12
Gc
MAX. UNIT 13
HEIGHT
PER TABLES 1-3
2-PANEL
CONFIGURATIONS
NOM. PANEL WIDTH
PER
I
J
I
Sao
14 14
Kw Kc
I o a o MAX
14 14
1Q� HEI
Iwtii P
TABL
POCKET
a
vwi
I
Jw Jorc
I J
I �
14 14
Kw Kc
�o�Q
i
14 14
ww
x
CLa
POCKET
i I
I
COMF
1) ALL
POCK
LOCA
EXAM
pXXX:
CAN E
2) 90°
OF Ar
3) FOI
nXn_I
11011
itp„ = I
MAX. UNIT WIDTH -
Aw AC w Bc C
TABLES 1-3
12 13 12 13 1
92 13 19 11 19 r
UNIT 12 13 19 19 19
ER T 12 13 19 19 19
ES 1-3
J
3-PANEL CONFIGURATIONS w Dc w Eo
12 13 12 13
MAX. UNIT WIDTH -
NOM. PANEL WIDTH Aw Ac Bc Cw Cc
PER TABLES 1-3 12 13 12 13 12 13
R
MAX. UNIT
HEIGHT
14 14 I Q
Kw Kc two
14 14 lowo
Iza�
l�acr
4-PANEL CONFIGURATION
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
N
1
MAX. UNIT N
HEIGHT % 11
PFR /E;
J
3-PANEL CONFIGURATIONS w Dc w Eo
12 13 12 13
MAX. UNIT WIDTH -
NOM. PANEL WIDTH Aw Ac Bc Cw Cc
PER TABLES 1-3 12 13 12 13 12 13
R
MAX. UNIT
HEIGHT
14 14 I Q
Kw Kc two
14 14 lowo
Iza�
l�acr
4-PANEL CONFIGURATION
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
N
1
MAX. UNIT N
HEIGHT % 11
PFR /E;
EXAMPLE CONFIGURATIONS
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT,
96" OR 120"
NOM. PANEL WIDTH _
PER TABLES 1-3
Q Gc
12 13
MAX. UNIT 12 13
HEIGHT 2 13
PER TABLES 1-3
NOM. PANEL U
PER TABLI
MAX. UNIT
HEIGHT
MAX. TESTED UNIT WIDTH =
355-7/16" @ 96" HEIGHT
300-1/4" @ 120" HEIGHT
6-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
il -III %III III //1,
//' 1/ III//l
7-PANEL CONFIGURATIONS
—I"'r----i
I
Jw Jc I
14 14 I Q
14 14 Joao
I�Qco
a
IoQw
as
POCKET
14 14 I
I
14 14 jq�q
/ I�QEL �
Iw�z
lCL hLu
POCKET cWi�
I
--I
GLAZING DETAILS (G1 & G1A
3/16" T GLASS
EXTERIOR
a
EXTERIOR
3/16" TEMPERED GLASS. TYPE G1
1/4" T GLASS
GLAZING DETAILS (G2 & G2A)
3/16" T GLASS —
5/8" AIR SPACE
3/16" T GLASS
EXTERIOR
a83
24-1
1" NOM.
3/4" NOM.
GLASS
BITE
1" I.G. GLASS, TYPE G2
1" NOM.
1 /4" T GLASS —
1/2" AIR SPACE
1 /4" T G LAS:
EXTERIOR
83
24-1
3/4" NOM.
GLASS
BITE
STRUM
POLYISOBUTti
WITH DESIC
EXT. GLA:
" ICONE
1/4" NOM.
—INT. GLASS
124 KODISPACE
4SG TPS
_ALUMINUM
REINFORCEMENT
5/16" NOM.----
BUTYL &
DESICCANT
FOAM
EXT. GLASS--\
V� —INT. GLASS
1zs DURASEAL®
SPACER
STRUCT
SILT,
DESIC
EXT. GLA:
POLYI&
BUTYLE
SE
ROLL -FORME
STAINLESS STEE
EXT. GLASS
127
Part #
Description
124
Kommeriing 4SG TPS Spacer System
125
Quanex Super Spacer nXT with Hot Mel
126
Quanex Duraseal
TABLE 1:
TABLE 1A:
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
For comer astragal anchorage on 90' or 135` comer units, see sheet 11
Table applies to all Glass types and
the Stile/Astragal types shown below.
Positne (+) DP may be limited by
Table 1A.
Door Unit Height90"
80"
84"
96"
69-:7/8" DLO
73-7/8" DLO
79-7/8" DLO
85-7/8" DLO
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A B C D
A B C D
A B C D
A B C D
Desion Pressure
+90.0 / -127.1
+90.01-120
+90.0 / -110.8
+90.0 / -102.9
24"
17
Head/Sill
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
G4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
DLO
Jamb
10
8
8
8
10
8
8
8
10
8
8
8
10
8
8
8
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
Desion Pressure
+90, 0 / -106.3
+90.0 / -100.2
+90.01-92.2
+85.3 / -85.3
30"
23
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
DLO
Jamb
10
8
8
8
10
8
8
8
10
8
8
8
10
8
8
8
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
Design Pressure
+90.01-92.9
+87.31, -87.3
+80.01-80
+73.81-73.8
36"
29"
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
�_
DLO
Jamb
10
8
8
8
10
8
8
8
10
8
8
8
10
8
8
8
v
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
a:
Design Pressure
+63.7 / -83. 7
+78. 41-76. 4
+71.61-71.6
+65.8 / -65. 8
cc
42"
35"
Head/Sill
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
n_
DLO
Jamb
10
8
8
8
10
8
8
8
10
8
8
8
10
8
8
8
c
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
o
Design Pressure
+77.1 / -77.1
+72.0 / -72
+65.5 / -65. 5
+60. 01-60
z
48"
41"
HeadlSill
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
DLO
Jamb
10
8
8
8
10
8
8
8
10
8
8
8
10
8
8
8
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7-4-8
7+8
7+8
7+8
7+8
7+8
7+8
Design Pressure
+72.51-72.5
+67.4 / -67. 4
+61.01-61
+54. 7/ -54. 7
54„
47
Head/Sill
C4+2
C4+2
C4+2
C4+2
C4+2
I C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
I C4+2
C4+2
I C4+2
DLO
Jamb
10
8
8
1 8
10
1 8
8
8
10
8
8
8
10
1 8
1 8
8
P-hook
6+7
1 6+7
6+7
1 6+7
7+8
1 7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
1 7+8
1 7+8
7+8
Design Pressure
+69.11-69.1
+64.0 / -64
+57.61-57.6
+50. 6 / -50. 6
6011
53
Head/Sill
C4+3
C4+3
C4+2
C4+2
C4+2
I C4+2
1 C4+2
C4+2
C4+2
C4+2
I C4+2
I C4+2
C4+2
I C4+2
I C4+2
C4+2
DLO
Jamb
10
1 8
8
1 8
10
1
1 8
1 8
8
1 10
8
1 8
1 8
1 10
8
1 S
8
P-hook
6+7
1 6+7
1 6+7
1 6+7
7+8
1 7+8
1 7+8
1 7+8.1
7+8
1 7+8
1 7+8
1 7+8
1 7+8
7+8
1 7+8
7+8
t-UK tAANIF'Lt UN USING I ABLE, SEE SHEET 7.
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
Sill Height to Max. (+) DI
(Water Infiltration Rating)
Sill Riser Height
(+) Design
(Flat or Box, see
Pressure, p;
Sheet 17)
Flush - 1-1/2"
see note 3
Low - 2-1 /2"
+ 46.67
Medium - 3-1/4"
1
+ 60.0
High - 4"
+90.0
SEE NOTES 1-3
NOTES:
1) POSITIVE PRESSURES It
2) WHEN USING THE 2-1/2"
3-1/4" SILL, POSITIVE WATE
WATER DP IS 90.0 PSF MA;
3) 4", 3-1/4" AND 2-1/2" SILL
THE 1-1/2" SILL IS NOT ANC
REQUIRED. MAX. POSITIVE
THE DOOR IS PROTECTED
BUILDING CODE (SEE ADJ)
INFILTRATION.
4) SEE SHEETS 10-14 FOR
INFORMATION.
5) DOOR SIZE TO COMPLY
REQUIRED.
6) JAMB ANCHORS ARE SF
QUANTITY, DIVIDE BY 2 FC
THE FOLLOWING STILE & ASTRAGAI TYPFS SHAI I RF I ISFr) Fr1R TARI F 1 CFF 91 9- 99 Pr)P IDAPT nlnnt=t.icint.ic Anm cu==Te aQ B 41
Interlock
P-hook
Lockstile @ Jamb
Straight Astragal
Assembly
Lockstile @
Straight Astragal
90' Astragal
Assembly
Lockstile @
90'Astragal
135° As
Asser
Standard Stiles
Standard Stile
Standard Stile
Standard Stile
Standard Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy -du
Q
Clt LfL�F
u
Standard Astragal
Outside Corner
Outside
er
Corn�Vw
TABLE 2:
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
For comer astraeel anchorage on 90' or 135' comer units, see sheet 11
Table applies to all Glass types and
the StilerAstracal types shox�l
Door Unit Height
80
84"
90'
96"
102"
108"
below, Positwe (+) DP may be
limited by Table 2A.
69-718" DLO
73=r/8- DLO
79-716" DLO
85-718" DLO
I
91-716" DLO
97-7/8" DLO
10
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
An
A 8 C D
A B C D
A I B I C I D
A I B I C I D
A I B I C I D
A I B I C I D
A
Design Pressure
+90.0 / -140.0
+90.0 / -133.0
+90.01-122.0
+90.0 / -114.0
+90. 0 / -106.0
+90. 0 / -99.0
+9
24"
17'
HeadiSill
C4+1
C4+1
Cs+1
Ctt+1
C4+1
C4+1
C4+1
CL+i
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
G
DLO
,Jamb
10
1 8
1 8
8
10
1 8
1 8
8
10
1 8
1 8
I B
10
1 8
8
8
10
10
10
1 10
10
1 10
1 10
10
10
P-hook
7+8
1 7+8
1 7+8
7+8
7+8
7+81
7+8
7+g
7+8
1 7+8
1 7+8
1 7+8
7+8
1 7+8
7+B
7+8
8+9
8+9
8+9
1 8+9
8+9 1
8+9
8+9
8+9
9+10
9
Design Pressure
+90.0 / -141.8
+90.0 / -133.6
+90.01-122.9
+90.0 / -113.8
+90.0 / -105.9
+90.0 / -99.1
+9
30"
23
1-IeadiSill
C5+2
C5+2
C5+1
C5+1
C5+1
1 C5+1
C5+1
CS+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
V.
DLO
Jamb
12
10
8
8
12
10
8
8
12
10
8
8
12
10
8
8
12
10
10
10
12
10
10
10
12
P-hook
8+9
8+9
8+9
8+9
8+9
8+9
8+9
$+9
8+9
8+9
8+9
8+g
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
EKE
Pressure
+90.0 / -123. 9
+90.01-116.4
+90.01-106.7
+90-0 / -98, 5
+90.0 / -91.4
+85.3 / -85.3
+8
36"
29"
HeadiSill
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
05+2
C5+2
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+1
C5+i
C5+1
C5+1
C5+1
C:
DLO
Jamb
12
10
8
8
12
10
8
8
12
10
8
8
12
10
8
8
12
10 '
10
10
12
10
10
10
12
P-hoof:
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+4
8+9
8+9
B+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
9+10
9
Design Pressure
+90.0; -i1i.6
+90.0/-104.5
+90.0/-95.4
+87.8/-87.8
+81,3/ 81.3
+75.7/-75.7
+7
e
(L
4`"
35"
HeadiSill
C5+2
C5+2
C5+2
CS+2
C5+2
C5+2
C5+2
C5+2
C6+2
C5+2
C5+2
C5+2
C5+2
C5+2
CS+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
CS+2
C5+2
C5+2
Ci
DLO
Jamb
12
10
8
8
12
10
8
8.
i2
10
6
8
12
10
8
8
12
10
10
10
12
10
10
10
12
c
P-book
8+9
8+9
8+9
8+9
8+9
8+9.
8+9
6+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8•t9
8+9
8+9
8+9
8+9
8+9
9+10
9-
o
D<_srgnPressure
+90.01-102.9
+00.0/-960
+8..3/-87.3
+60.0/-30.0
+73.8/-73.8
+68.6/-66.6
+6
z
k8"
41°
HeadiSill
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
6+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
CS+2
Cl
DLO
Jamb
12
i0
8
8
12
10
8
8
12
10
8
8
12
10
8
8
12
10
10
10
12
10
10
10
12
P-hook
8+9
8+9
8+9
8+9
8+9
8+9
8+9
Big
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
9+10
9-
54"
47-
DLO
DesronPressure
+83.0/-83.0
+77.2/-77.2
+69.81-69.8
+63.81-63.8
Not available in these
Head/Sill
C4+3
C4+3
C4+2
C4+2
C4+2
C4+2
C4+2 C4+2
C4+2
C4+2
C4+2
C4+2
C41+2
C4+2
C4+2
C4+2
Jamb
10
8
8
8
10
8
8 8
1 10
$
8
8
10
1 8
8
8
P-hook
7+8
7+8
7+8
7+B
7+8
1 7+8
748 7+8
7+8
1 7+$
1 7+8
1 7+8
7+8
1 7+8
7+8
7+8
60"
53"
DLO
Design Pressure
+79.2/-79.2
+73.3,`-73.3
+66.01-66.0
+60.01.60.0
Head+Sill
C4+3
C4+3
C4+3M7+
C4+3
C4+3
C4+3
C4+3
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
Jamb
10
8
810
8
8
8
10
8
8
8
10
8
8
8
P-hook
7+8
7+8
7+87+8
7+8
7+8
7+e
7+8
7+6
7+8
1 7+8
7+8
7+8
1 7+8
7+8
EXAMPLE ON SHEET 9
THE FOLLOWING STILE & ASTRAGAL TYPES SHALL BE USED FOR TABLE 2, SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19
Interlock
P-hook
Lockstile @ Jamb
Straight Astragal
Assembly
Lockstile @
Straight Astragal
90' Astragal
Assembly
Lockstile @
90' Astragal
135" Asi
Asserr
Heavy-duty Stiles
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-dut
(
F
Standard Astragal
"T_
Outside Corner
;6:Eel
Inside Corner
Inside Corner;Corner
Outside
Corner
Inside
Corner
Outside
Part #61 (x2)
Part #61
Part #61
Part #61 ( Stile)
Part #67 (Astragal)
Part #61
Part #61(Stile)
Part #118 ( Corner
Receiver)
Part #1 (put.)
Part #120 (In.)
Part #61
parts #3�1
(Corn. & Fxc
NOTES:
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4" SILL.
2) WHEN USING THE 2-1/2" SILL POSITIVF WATER nP IS AR A7 PGF MAY 1A/I4r=n1 I MINI!'- Tug Q_.11A" ell I OnOMRIC tn1A-rE7o Mr, Ia n_r, „ tics K 11 ANY
TABLE 3:
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
For corner astragal anchorage on 90' or 135° comer units, see sheet 11
Table applies to all Glass types and
the Stile/Astragal types shown
below. Positive (+) DP may be
limited by Table
Door Unit Height
80
84"
90"
96"
69-7/8" DLO
73-7/8" DLO
79-7/8" DLO
85-718" DLO
Anchor Type
Anchor Type
Anchor Type
Anchor Type
A I B C I D
A B C I D
A B C D
A IBI C I D
Design Pressure
+90.0 / -140.0
+90.0 / -133.0
+90.0 -122.0
+90.0 1 -1 4.0
24„
17"
Head/SilM7+8
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
DLO
Jamb
8
8
8
10
8
8
8
10
8
8
8
10
8
8
8
P-hook7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
Design Pressure
+90.0 / -159.5
+90. 0 / -150.3
+90.01-138.2
+90.0 / -128
30"
23"
Head/Sill
C6+2
C6+2
C5+2
C5+2
C6+2
C6+2
C5+2
C5+2
C6+2
C6+2
C5+1
C5+1
C6+1
C6+1
C5+1
C5+1
DLO
Jamb
14
12
1 8
1 8
14
12
8
8
14
12
8
8
14
12
8
8
P-hook
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
Design Pressure
+90.0 / -139.4
+90.0 / -130.9
+90.0 / -120
+90.0 / -110.8
36"
29
HeadiSill
C6+2
i C6+2
C5+2
C5+2
C6+2
C6+2
C5+2
C5+2
C6+2
C6+2
C5+2
C5+2
C6+2
C6+2
C5+2
C5+2
L
DLO
Jamb
14
12
8
8
14
12
8
8
14
12
8
8
14
12
8
8
a
a)
P-hook
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
Design Pressure
+90.0 / -125.5
+90.0 / -117.5
+90.0 / -107.3
+90.0 / -98.7
m
42
35"
Head/Sill
C6+2
C6+2
C5+2
C5+2
C6+2
C6+2
C5+2
C5+2
C6+2
C6+2
C5+2
C5+2
C6+2
C6+2
C5+2
C5+2
o-
DLO
Jamb
14
1 12
8
8
14
12
8
8
14
12
8
8
14
12
8
8
is
P-hook
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
1 9+10
9+10
a
Design Pressure
+90.0 / -115.7
+90.0 / -108
+90. 01-98.2
+90.01-90
z
41"
Head/Sill
C6+3
C6+3
C5+3
C5+3
C6+3
C6+3
C5+2
C5+2
C6+2
C5+2
C5+2
C6+2
C6+2
C5+2
C5+248
DLO
Jamb
14
12
8
8
14
12
8
8
!C6+2
14
12
8
8
14
12
8
8
P-hook
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
54"
47
Design Pressure
+831-83
+77.2 / -77.2
+69.81-69.8
+62.6 / -62.6
Head/Sill
C4+3
C4+3
C4+2
C4+2
C4+2
2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
DLO
Jamb
10
8
8
8
10
!7.8
8
8
10
8
$
8
10
8
8
8
P-hook
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
Design Pressure
+79.21-79.2
+73.31-73.3
+66 / -66
+58 / -58
6fl„
53"
Head/Sill
C4+3
C4+3
C4+3
C4+3
C4+3
C4+3
C4+3
C4+3
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
DLO
Jamb
10
8
8
8
10
8
8
8
10
8
8
8
10
8
8
8
P-hook
7+8
7+8
7+8
7+8
7+8
7+8
1 7+8
7+8
1 7+8
1 7+8
1 7+8
1 7+8
1 7+8
1 7+8
1 7+8
7+8
FOR
EXAMPLE ON USING TA81_F- SFF SHFFT 7
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT - 10,125"
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
TABLE 3A:
Sill Height to Max.
(Water Infiltration Ra
Sill Riser Height (+)
(Flat or Box, see press
Sheet 17)
Flush - 1-1/2" see
Low - 2-112" + 4
Medium - 3-1/4" + I
High -4" + !
SEE NOTES 1-3
NOTES:
1) POSITIVE PRESSUR
2) WHEN USING THE 2•
USING THE 3-1/4" SILL,
SILL, POSITIVE WATEF
SEE TABLE 3A.
3) 4", 3-1/4" AND 2-1/2"
WHEREAS THE 1-1/2"
RESISTANCE IS NOT R
TABLE 3 MAY BE USE[
COMPLYING WITH THE
DIAGRAM); THIS CONE
4) SEE SHEETS 10-14 f
EMBEDMENT INFORM/
5) DOOR SIZE TO COM
REQUIRED.
6) JAMB ANCHORS AR
QUANTITY, DIVIDE BY
THE FOLLOWING STR F R ASTRAC=,Al TYPFS RHAI I RP i ICFrI FnP TART F '2 CGG 4Z4-IGGTc 74 Q- 00 Cno DAD-r rMACKioinnio Anin outer ro eo o A.
Interlock
P-hook
Lockstile @Jamb
Straight Astragal
Assembly
Lockstile @
Straight Astragal
90' Astragal
Assembly
Lockstile @
90° Astragal
135' A.
Asser
Heavy-duty Stiles
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy -du
q
Heavy-duty Astragal
Outside Corner
Outside
Corner
NO FRAME "8+9" P-HOOK ANCHORAGE CONSISTS OF:
SEE
SPLICE
NOTE,
THIS
SHEET
4.051"
®
/
24 MAX.
O.C.
i JAMB (8) P-HOOK ANCHORS,
! \REQUIRED @ (PERPENDICULAR TO GLASS
)EXTERIOR PLANE) SEE TABLE 2, SHEET 7
I POCKETS
AND
SEE POCKET (9) P-HOOK __
i JAMB MOUNTING
d . ^ INSTALLATION, ADAPTER I 6" MAX.
THIS SHEET l
MIDWAY
^ . & SHEET 14 BETWEEN P-HOOK
ANCHORS & AT 3" d I
FROM TOP & w 14L—I`�
P BOTTOM o MAX. O.C.
z - --+-01
8" MAX. TO OPENING I I
EDGE OF POCKET SEE w a ®1
Q INSTALLATION
I DETAILS 'Jc' & 'Kc', ¢ ' �'
END PANEL SHEET 14 & PART ; w I
ANCHORAGE DETAILS'J' &'K', � coU--l
(2 ANCHORS) SHEET 19 FOR Q.
P-HOOK L—__ 6" MAX. y
_ _
"+2" ANCHORS
ANCHORAGE END PANEL 4
ANCHORAGE I
(SEE SKETCH BELOW)„
CENTERLINE 8" MAX., TYP.
LANCHORAGE
OF PANEL 9
�� �� MAX. UNIT WIDTH � —
SEE C5 CLUSTER
DETAILS, SHEET 10 FOR
REQUIRES "C6'
INTERLOCK 42 " NOM. CLUSTER, SEE
x i PANEL WIDTH -m-- DETAILS, SHEET
x x x x ��
(- x X x x x xxx xx xx
flx:
I ` 'ANCHORS
3" MAX.
i o i x = FRAME
ANCHORS
I I 14" MAX. O.C. 0
oa--- 0 0= P-HOOK
� ANCHORS
I I m o = P-HOOK
i o MOUNTING
03" MAX. ADAPTER
ANCHORS
x x, x x, x x x x x x x
x x x
x x x x
'-� x �N—"+2'2„
'+2' +
ANCHORAGE ANCN
j !
i
!
!
!
!°
!
'
®
'
24" MAX.
O.C.
EXAMPLE: 5-PANEL, 2 TRACK, 90° OUTSIDE CORNER - pXX/XXO - EXT. MOUNT POCKET ANCHORAGE F
142"
x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7)
ANCHORAGE EXAMPLE NOTES:
4
42"
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 END PANEL ANCHOR EXCEPTION, ("+1" ANCHORAGE C
DISTANCE TO NEXT
2) ANCHOR LOCATION SPACING FOR ANCHOR CLUSTER TO BE
CENTERLINE OF QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: 24" O.C. OR LESS
NOM.
INTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE °
PANEL
WIDTH
3.5"
4
-
I
SEE "C5" CLUSTER SPECIFIED CLUSTER FROM APPROPRIATE TABLES, °
DETAILS, SHEET 10 SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT I^— CENTERLINE OFEND P
FOR INTERLOCK AND CORNER ASTRAGAL LOCATION, PLUS ANCHORS AT THE MIDPOINT OF END PANELS ARE C
SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANC
"+2"ANCHORAGE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" CLUSTER IS OVER 24", OTHERWISE FI RS ARE 1
REQUIRED AT THE MIDSPAN AS PER THE FIGURE Af
O.C. MAXIMUM.
CENTERLINE JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANC
OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8, SEI
P-HOOK ANCHOR DETAILS ON SHEET 14.
17
i '
tL�
•
l e
!
"+2" ANCHORAGE END PAP
REQUIRES SEE "C5" CLUSTER CENTERLINE
"C6" CLUSTER, SEE CCEFNTERLINE DETAILS, SHEET 10 ANCHORP
`DETAILS, SHEET 11 �INTFRI nru FOR ASTRAGAL �OCTDA/-A1 (2 ANCHO
ASTRAGAL OR SPLICE LOCATION
INTERLOCK-®-�—IF NEEDED
CENTERLINE I
EXTERIOR
V
2-TRACK FRAME HEAD/SILL
0 ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
ASTRAGAL OR
INTERLOCK—,
CENTERLINE I
7"
(FOR SPLICE
CONDITION, USE
"C6" CLUSTER DETAIL)
7„ -- -1
4"
EXTERIOR 4" DIAG.
7" n -�-
V 2-TRACK FRAME HEAD/SILL
ASTRAGAL OR SPLICE LOCATION
INTERLOCK- d IF NEEDED
CENTERLINE
EXTERIOR
V
3-TRACK FRAME HEAD/SILL
cr ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
ASTRAGAL OR II SPLICE LOCATION
INTERLOCK —[IF NEEDED
CENTERLINE
Ca-) ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5")
2.04"
ASTRAGAL OR SPLICE LOCATIO
INTERLOCK-� IF NEEDED
CENTERLINE I
EXTERIOR
V
ASTRAGAL OR (FOR SPLICE
INTERLOCK-1 CONDITION, USE
CENTERLINE I "C6" CLUSTER DETAIL)
- 1 3.5" 1--
2.04"
EXTERIOR IF, � 4" DIAG.
v 3-TRACK FRAME HEAD/SILL
@ ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5")
4.08"
2-TRACK FRAME HEAD/SILL
ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
ASTRAGAL OR ISPLICE LOCATIC
INTERLOCK- �IF NEEDED
EXTERIOR-
3-TRACK FRAME HEAD/SILL
@ ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
ASTRAGAL OR II (FOR SPLICE
INTERLOCK i CONDITION USE
CENTERLINE I "C6" CLUSTER DETAIL)
--� 3.5"
4" DIAG.2.04"
4" T 5.37" DIAG.
j
8"
IAG.
mail
I
ASTRAGAL OR (FOR SPLICE
INTERLOCK-1 CONDITION, DO NC
C:FNTFRI INF USE THIS DETAIL)
4"
2.04"
INTERIOR
®ll\
6.12"
INTERIOR �/ �
2.04"
INTERIOR
4" DIAG.
6.12"
I I ----1 3.5" 41'
2.04" EXTERIOR
90° CORNER
2—TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
4.08"
INTERIOR
INTERIOR -\411 ter,
4.08"
EXTERIOR
,5' 4"
3
2.07"
4" EXTERIOR
90° CORNER
2—TRACK FRAME HEAD/SILL
/I inr %4/1 IF-Ml- I -- n —1 1 1---
f4" DIAG.
7" --�
ANCHORS ARE REQUIRED, "C6")
EXTERIOR
3.5" INTERIOR
7" I
EXTERIOR 3.5 �N \ 4"7"
90° CORNER
3—TRACK FRAME HEAD/SILL
("C6" ANCHOR CLUSTER REQUIRED
AT ALL 3—TRACK CORNERS)
INTERIOR — 6.12"
4.08"
INTE
INTERK
:RIOR
2.04" J EXTERIOR /®\ - 2.04."
135° CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
INTERIOR
4.08"
7.41 "
1350
EXTERIOR 7" 411
135° CORNER
3—TRACK FRAME HEAD/SILL
("C6" ANCHOR CLUSTER REQUIRED
AT ALL 3—TRACK CORNERS)
INTERIOR
f EXTERIOR
1.5"
7"
--�
4"2.04"
6.1
An,
EXTERIOR• INTERIOR 5'88��INTERIOR 4' 3.5" 135°
e 1 I I DIAG. A
6.12"
6.12"
INTERIOR ON
EXTERIOR ALL
lu VIEWS
2.04"
2—TRA-
(USE W
ANCHOF
"+1" ANCHI7R
"+2" ANCHOR
I-
0411
"+3" ANCHOR
4.08" °
7" EXTERIOR
INSTALLATION DETAILS
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EXTERIOR 2-1/16" * 1/4"
----�E�o MAX.
SHIM
EMBEDMENT: A
4
SEE TABLE A,
SHEET 1
2X WOOD
WOOD ANCHOR TYP.,
TYP., SEE ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET 1
& TABLE A, SHEET 1
FRAME HEAD
e2-TRACK
WOOD INSTALLATION
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
SEE ANCHOR
NOTE 5, SHEET
1 (1/4" MAX.)]-
m
EXTEERIOR R
2-1/16" * -I�-
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
- SEE TABLE A, SHEET 1
2-1/16" *
1/4"
MAX.
EXTERIOR ����_ SHIM EXTERIOR
a q � i—If�ll�► 4 a
2X WOOD WOOD ANCHOR TYP.,
TYP., SEE ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET 1 & TABLE A, SHEET 1
DE 3-TRACK FRAME HEAD
W WOOD INSTALLATION
2X WOOD WOOD ANCHOR TYP.,
TYP., SEE ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1
ANCHOR
NOTE 5,
SHEET 1�
(1/4" MAX.) €
EXTERIOR
2-1/16" * -
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
E 2-TRACK FRAME SILL
Dw WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
2X WOOD
-4-
TYP., SEE ANCHOR
NOTE 3, SHEET 1 ji
WOOD ANCHOR TYP..
EDGE DISTANCE:
SEE TABLE A,
SHEET 1
2=1 /16"
A
EMBEDMENT: SE
EDGE
SEE l
METAL TYP., SEE
TABLE A & ANCHOR
NOTE 4, SHEET 1
E 4_T
Cw ME
2X WOOD SMS E
TYP., SEE ANCHOR SEE AN
NOTE 3, SHEET 1 SEE & TAB
ANCHOR
NOTE 5,
SHEET 1� .
(1/4" MAX.)
EXTERIOR [
�2-1/16"
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
6a 3-TRACK FRAME SILL
Ew WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
2X WOOD
TYP., SEE ANCHOR
NOTE 3, SHEET 1
----j
EDGE DISTANCE:
SEE TABLE A,
SHEET 1
I' 2-1/16"
EMBEDMENT: SE
TABLE A, SHEET
METAL TYP., SEE
TABLE A & ANCHOR -
NOTE 4, SHEET 1 ,
SMS ANCHOR TYP.,
SEE ANCHOR NOTES -�
& TABLE A, SHEET 1
INSTALLATION DETAILS
CONCRETE EDGE DISTANCE: SEE
PER TABLE TABLE A, SHEET 1 CONCRETE
2_1/6" * PER TABLE
A, SHEET 1 1 _ A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1 CONCRETE
2-1/16" * PER TABLE
A, SHEET 1
FMn
EMBEDMENT: 1/4 EXTERIOR 1/4"
ILI EXTERIOR
SEE TABLE A, MAX. a MAX. a SHEET 1 SHIM SHIM
EMBEDMENT: SI
EDGE
SEE'
PROPERLY SECURED 1X CONCRETE ANCHOR TYP„ PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECU
WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE L SEE ANCHOR NOTES & WOOD BUCK TYI
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3,
of 2-TRACK FRAME HEAD (a 3-TRACK FRAME HEAD DE 4-1
Ac CONCRETE INSTALLATION Bc CONCRETE INSTALLATION Cc C(
CONCRETE ANCHOR TYP.,
SEE ANCHOR NOTES &
TABLE A, SHEET 1
SEE ANCHOR
NOTE 5, SHIEET-1 A.m-r-7
1 (1/4" MAX.)
PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
SEE ANCHOR
NOTE 5,
SHEET 1�
(1/4" MAX.) ® G
EXTERIOR I � $ • • EXTERIOR ,• °
a 2-1/16" * a .;
\1 2-1/16
CONCRETE
PROPERLY SECURED 1X
WOOD BUCK TYP., SEE
ANCHOR NOTE 3, SHEET 1
SEE ANCHOR
NOTE 5,
SHEET 1
I_ (1/4" MAX.)
E EXTERIO
EDGE DISTANCE: EDGE DISTANCE:
SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 I® P
EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 -
E 2-TRACK FRAME SILL DE 3-TRACK FRAME SILL
s CONCRETE INSTALLATION W CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
PROPERLY SECURED will
1X WOOD BUCK TYP.,SEE ANCHOR NOTE 3,
SHEET 1 III
CONC./CMU ANCHOR �� 1
EDGE DISTANCE:
SEE TABLE A,
SHEET 1
Y
1 2-1/16"
a
EMBEDMENT: SEE
TABLE A, SHEET 1
CONC./CMU ANCHOR
TYP., SEE ANCHOR
NOTES & TABLE A,
SHEET 1
PROPERLY SECURED
1X WOOD BUCK TYP..
CONCRETE
SEE ANC
TAB
CONCRETE El
PER TABLE SEE TP
A, SHEET 1 EMBEDME
E 4-T
Fc CO
EMBEDMENT: SEE _
TABLE A, SHEET 1
°
EDGE DISTANCE: PROPERLY SECURED
SEE TABLE A, 1X WOOD BUCK TYP., _
SHEET 1 SEE ANCHOR NOTE 3,
SHEET 1
2-1/16"
CONC./CMU ANCHOR
TYP., SEE ANCHOR _
• i
NOTES & TABLE A,
nl 1rr— A
INSTALLATION DETAILS
FRAME JAMB
REQUIRED AT ALL
° 2.693" MIN.
INSIDE POCKETS
EDGE
EMBEDMENT: SEE
TO PREVENT
DISTANCE
WOOD FRAMING TABLE A, SHEET 1
P-HOOK MOUNTING ADAPTER WATER
��=�
WOOD ANCHOR TYP.,
INFILTRATION
_
SEE ANCHOR NOTES
°
EMBEDMENT:
& TABLE A, SHEET 1
E(a
SEE TABLE A, —(ALSO
SEE TYP.
SHEET 1
28 ILLUSTRATION, SHEET 9)
,
€
EDGE DISTANCE: SEE
TABLE A, SHEET 1
EMBEDMENT:
SEE TABLE A,
°•
26
EXTERIOR
SHEET 1
PHOOK WOOD ANCHOR TYP.,
°
SEE ANCHOR NOTES
1�7
P-HOOK
& TABLE A, SHEET 1
CONCRETE
EMBEDMENT: SEE
(ALSO SEE TYP.
MIN.
CMU PER TABLE
E
A, SHEET 1
TABLE A, SHEET 1
ILLUSTRATION, SHEET 9)
EDGE
EDGE DISTANCE
DE P-HOOK FOR USE WITH
FLAT SILL RISERS
pE P-HOOK FOR USE WITH FLA'
dw PARTS #18, #20, #22 OR #24,
Jc PARTS #18, #20, #22 OR #24,
WOOD INSTALLATION
EXTERIOR MOUNT SHOWN,
CONCRETE/CMU INSTALLAT
(SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN
(SEE TABLES 1A, 2A & 3A
FOR WATER RATINGS)
INTERIOR CONDITION
FOR WATER RATINGS)
METAL TYP.,
SEE ANCHOR
NOTE 4, SHEET 1; EMBEDMENT: SEE
P-HOOK MOUNTING
ADAPTER'SMS
CONCRETE OR
EMBEDMENT: SEE
— m-
TABLE ASHEET 1
CMU PER TABLE
TABLE A, SHEET 1
MIN. OF 3 THREADS ,
ANCHOR TYP., SEE
A, SHEET 1
BEYOND THE METAL
ANCHOR NOTES
SUBSTRATE
28 & TABLE A, SHEET 1
°
(ALSO SEE TYP.
EMBEDMENT:
ILLUSTRATION,
SEE TABLE A,
°
EMBEDMENT:
SHEET 9)
SHEET 1°
•A
SEE TABLE A,
EDGE DISTANCE: SEE
SHEET 1
TABLE A, SHEET 1
4 30
LT
30
P-HOOK SMS ANCHOR TYP.,
EXTERIOR
P-HOOK CONC./CMU
t
SEE ANCHOR NOTES
n
ANCHOR TYP., SEE
& TABLE A, SHEET 1-3v
v
ANCHOR
NOTES & TABLE
(ALSO SEE TYP.
2.693" MIN.
A, SHEET 1
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
(ALSO SEE TYP. °°
CONFIG. EXAMPLES
HEADER DETAIL'A',
SHEET 18; INSTALLATION
DETAILS'Aw' &'Ac',
SHEETS 12 & 13
SILL DETAIL 'D', SHEET
INSTALLATION DETAILS
'Dw' &'Dc', SHEETS 12 & 13
MAX.
PANEL
HEIGHT
MAX. UNIT
WIDTH
MAX.
DLU
WIDTH
7PANEL7PANELAS
'K'
"P.
-3
a
a
X
X
900 %
NOM. PANEL WI[
TYP. PER TABLES
MAX. UNIT
MAX. HEIGHT
DLO PER
HEIGHT TABLES
1 1-3
EXAMPLE: 900 INSIDE CORNER, 4 PANELS - XX/XX
#10 X 1-1/2"
PH SMS
SILICONE
'HERS
#8 X 1"
PH SMS
PANEL CORNER
DETAIL
FRAME CORNER
DETAIL
CONFIG. EXAMPLES
FIXED JAMB DETAIL'G2',
SHEET 18; INSTALLATION
DETAILS 'Gw' & 'Gd,
SHEETS 12 & 13
INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15
M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18;
'jam —INSTALLATION DETAILS 'Gw' & 'Gc', SHEETS 12 & 13
ASTRAGAL HEADER DETAIL 'A', SHEET HEADER DETAIL'A', SHEET 18;
DETAILS'L1' & 18; INSTALLATION DETAILS INSTALLATION DETAILS 'Aw'&'Ad,
L2, SHEET 19 'Aw' &'Ac', SHEETS 12 & 137 /-SHEETS 12 & 13
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'R'
'L'
'D'
IA'
MA
NOM.
PANEL
UN
HEIC
MAX.
WIDTH TYP.
PE
PER
SEE
TAB[
DLO
TABLES 1-3
NOTE 2,
HEIGHT
SHEET 15
a
►:
a
o
MAY I WIT lA/InTP
SEE FRAME &
PANEL CORNER
CONSTRUCTION
DETAILS SHEET 15
K.
T
HT
R
.ES
I
90,
PANEL PANEL PANEL
TYAP, E TYPE TYPE
'CS' Iasi
SILL DETAIL
I
NOM.
'D', SHEET
/
I PANEL
18;
DLO
WIDTH TYP.
INSTALL
PER
DETAILS
HEIGHT
TABLES 1-3
'Dw' & 'Dc',
SHEETS 12
a
&13 f
X
X
X
SILL DETAIL'D', SHEET 18;
EXAMPLE: OXXX INSTALLATION DETAILS
2-TRACK 'Dw' & 'Dc', SHEETS 12 & 13
MAX. UNIT WIDTH
EXAMPLE: 900 OUTSIDE CORNER - X
JAMB DETAIL'11', ;
ASTRAGAL DETAILS'L1' & "SHEET
K DETAIL'M', SHEET 19 INSTALLATION DET.
L2, SHEET 19� INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEE-
HEADER DETAILJAMB DETAIL'H2', SHEET P-HOOK DETAIL'J' &'B', SHEET 18;
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATI
'Hw' & 'Hc', SHEETS 12 & 13 'Jc', 'Kw' & 'Kc', SHEET 14 DETAILS 'Bw' & 'Bc', DETAILS 'Iw' & 'Ic', SHEETS 12 & 13
SHEETS 12 & 13
MAX. UNIT WIDTH
PANEL PANEL PANI
TYPE TYPE TYP
'R' 'L' 'M'
MAX. UNIT NOA
HEIGHT PANI
PER WIDTH
TABLES MAX. SEE PEF
1-3 DLO nin-r= 0 TABLE;
PANEL
TYPE
'M'
SEE
2,
- MAX. UNIT WIDTH
PANEL
PANEL
TYPE
TYPE
'F'
'F,
NOM.
PANEL
WIDTH TYP
MAX.
PER
DLO
TABLES 1-3
PANEL'S RIGHT STILE TYP'I
PANEL
SINGLE
INTERLOCK
SINGLE
INTERLOCK
FIXED
STILE
LOCKSTILE
W/ HANDLE
ASTRAGAL
O
BX OUT
ASTRAGAL
BOX IN
ASTRAGAL
BOX OUT
ASTRAGAL
BOX IN
INT CORNER
90 LOCKSTILE
EXTCORI
90 LOCKS
TYPES
OUT
IN
W/ HANDLE
W/ HANDLE
W/ HANDLE
W/ HANC
#120
#119
SINGLE
INTERLOCK �
F
PP
L
OUT
(Box OUT)
SINGLE �
INTERLOCK
IN
E
A
��
��
(BOX OUT
(BOX IN)
FIXED
STILE
R �j
�"
/
(BOX OUT)
(BOX IN)
LOCKSTILE
W/HANDLE
D
A
y�
9 V fl
(BOX OUT)
(Box IN)
LU
ASTRAGAL rr
BOX OUT
L R
/
Q�
>
W/ HANDLE �
(BoxoUT)
ASTRAGAL
BOX IN c
N
Lu
LEFT 4 INTERIOR RIGF-
AN
W/HDLE
(BOX IN)
PANEL
EXTERIOR PANE
STILE STIL
ASTRAGAL
TED
fJ
U)
BOX OUT
(Box OUT)
(Box OUT)
U-
ASTRAGAL
PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPE;
W
BOX IN
APPLICABLE STILE/ASTRAGAL REQUIREMENTS.
(BOX IN)
(BOX IN)
INT CORNER
90 LOCKSTILE
Cl
—I
W/ HANDLE #120
z
SILL RISERS OPTIONS
EXT CORNER
90 LOCKSTILE
T
QS
W/ HANDLE #119
.232" —
I EXTERIOR
EXT CORNER #61
90 RECEIVER
W/ HANDLE
Co
.232"
EXTERIOR I EXTERIOR
a .062" � 3.,
#118
2.555"
1.567"
INT CORNER 461
90 RECEIVER
W/ HANDLE
A T
A o
uF
062"
#118
EXT CORNER ✓#118
90 RECEIVER
/
CF
18,, SILL RISER, FLAT * 20 SILL RISER, FLAT 22 SILL RISEF
OFO O
#61
LUSH, 1-1l2" LOW, 2-1/2" MEDIUM,,:
EXT CORNER #31
135 RECEIVER
VT
VS
VF
W/ HANDLE 1161
750EXTERIO
EXTERIOR
`R, R
INTCORNER #31
a�
RF RFrFh1f=p
IAIT
MIC
1
T:
I_1.906" /,I 14 6
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
1a 2 106 FULL OF JAMB GTH
OR 61 irr DE
IF G1
2-TRACK JAMB
6" LONG CLIP #105
105 W/ RETAINER #106
113 MIDSPAN (SHOWN WITH
5 FIXED PANEL TO
THE INTERIOR)
1J 7EXTERIOR
n v
#10 X 3/4".
SMS, X 3
6" LONG
MID PAN
EXTEF
G
DE
FULL LENGTH G2
123
OF JAMB
2-TRACK JAMB
CLIP #80 OR #105
W/ RETAINER #123
(SHOWN WITH
FIXED PANEL TO
_ 60 OR 61
EXTERIOR
THE EXTERIOR)
SHOWN WITH e2-TRACK W/SCREEN
OPT. SCREEN A FRAME HEAD
TRACK
52 51
46 I C
48 47 0
i0 OR 6'
EXTERIOR
41 EXTERIOR
EXTERIOR
�72 OR 73
113
(D,
G3
2-TRACK JAMB
(SHOWN
WITH
OPERABLE
PANEL)
E
G4
2-TRACK JAMB
W/SCREEN
of 3-TRACK
B FRAME HEAD
EXTI
10 OR 61
IDEXTERIOR IDEXT
r*t3-TRACK JAMB 3
H (SHOWN WITH H2
OPERABLE PANEL) F
1
OE 4-TRACK
FRAME HEA
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
EXTERIOR
P-HOOK FOR FLAT SILLS
D,1 (EXT. OR INT. MOUNT)
lu EXTERIOR
DE P-HOOK FOR BOX SILLS
KD EXT. MOUNT ONLY
EXT
STANDARD ASTRAGAL #67 DE HEAVY-DUTY ASTRAGAL #68
Kj17 WITH STANDARD STILES #60 KO WITH HEAVY-DUTY STILES #61
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)
(51 4 INTERIOR
90° OUTSIDE CORNER
N1 2-TRACK SHOWN 01,
4 ? INTERIOR
Item
#
PGT
Dwg #
PGT #
Description
1
17306
617306
2-TRACK HEAD
2
17303
617303
2-TRACK HEAD WITH SCREEN RAIL
3
17309
617309
3-TRACK HEAD
4
17312
617312
4-TRACK HEAD
5
17314
617314
FRAME SCREW COVER
6
17317
617317
FRAME HEAD/JAMB SCREEN ADD -ON
7
17304
617304
2-TRACK SILL
8
17301
617301
2-TRACK SILL WITH SCREEN RAIL
9
17307
617307
3-TRACK SILL
10
17310
617310
4-TRACK SILL
11
17313
617313
FRAME SILL TRACK INSERT
12
17315
617315
FRAME SILL SCREEN ADD -ON (SEE NOTE 3)
13
17316
617316
FRAME SILL SCREEN END ADD -ON (SEE NOTE 3)
14
17305
617305
2-TRACK JAMB
15
17302
617302
2-TRACK JAMB WITH SCREEN RAIL
16
17308
617308
3-TRACK JAMB
17
17311
617311
4-TRACK JAMB
18
17322
617322
SILL RISER -FLAT, FLUSH, 1-1/2"
19
17319
617319
SILL RISER - BOX, FLUSH, 1-1/2"
20
17321
617321
SILL RISER - FLAT, LOW, 2-1/2"
21
17318
617318
SILL RISER - BOX LOW, 2-1/2"
22
17355
617355
SILL RISER - FLAT, MEDIUM, 3-1/4"
23
17354
617354
SILL RISER - BOX MEDIUM, 3-114"
24
17323
617323
SILL RISER - FLAT, HIGH, 4"
25
17320
617320
SILL RISER -BON HIGH, 4"
26
17333
617333
POCKET P-HOOK
27
7070
67070
NEOPRENE BULB WSTP FOR P-HOOK
28
17334
617334
POCKET P-HOOK MOUNT
29
17335
617335
P-HOOK COVER
30
17348
617348
POCKET P-HOOK FOR BOX RISER
31
17376
617376
135 CORNER
32
j 17378
617378
135 FIXED MOUNT
ITEMS 40-53 ARE SCREEN PARTS:
40
4319
612258
SCREEN SIDE RAIL - LOCKSTILE
41
7LOCKWGSK
SCREEN LOCKSET
42
41818
SCREEN KEEPER SPACER SET
43
8152
68152
SCREEN INTERLOCK ADAPTER
44
4428
64428
SCREEN DOUBLE INTERLOCK
45
4317
612256
SCREEN TOP RAIL
46
4318
612257
SCREEN BOTTOM RAIL
47
668
7SRAZ
STANDARD ROLLER
48
668
7SRAX
STANDARD ROLLER - ST. STL.
49
4344
64344
SCREEN ASTRAGAL
50
17349
617349 jOX0
SCREEN ASTRAGAL ADAPTER
Item
#
PGT
Dwg. #
PGT #
Description
60
17325
617325
PANEL STILE
61
17326
617326
PANEL STILE (HEAVY DUTY)
62
17327
617327
INTERLOCK ADAPTOR
63
1225
6TP248
VINYL BULB WSTP. - THIN (INSIDE INTERLOi
64
1729
71729
SILL END WEATHERSTRIP PAD
65
17328
617328
INTERLOCK SCREW COVER
67
17329
617329
ASTRAGAL
68
17339
617339
HEAVY DUTY ASTRAGAL
69
17324
617324
TOP & BOTTOM RAIL
70
17350
417350
WEATHERSTRIP EXTENSION (INJECTION M(
71
1595
71695
1-1/2" X 1" X 3/4" HIGH FIN SEAL DUST PLUC
72
8153
78153X
TANDEM ST. STL. ROLLER ASSY.
73
8153
78153N
TANDEM NYLON ROLLER ASSY.
74
SILICONE
DOW-899, bow-995 OR GE-7700
75.
8185
78185X
GEMINI MORTICE 3-PLY DUAL LOCK W/LON
76
71032X1FPFX
#10-32 X 1" FL. SS SCREW W/ TYPE "F" TIP
77
7103239
10-32 STEEL ZINC U-NUT
78
17358
617358
3/16 & 1/4" BEAD
79
17357
617357
1" IG BEAD
80
17359
617359
7/16" BEAD / FIXED PANEL CLIP
82
1224
6TP247K
VINYL BULB WEATHERSTRIP
83
61745
1745
LOWE INC. 1/2" X 1/16" SGL. SIDE ADH. TAP
100
8052
48052
ROLLER ADJ. HOLE PLUG
101
72087
JAMB BUMPER
102
1696
71696
DUST PLUG
103
8186
78186X
1" KEEPER
104
653
7SDKEEP
SCREEN LOCK KEEPER
105
17344
617344
FIXED PANEL CLIP - 6" LONG
106
17352
617352
FIXED PANEL RETAINER - 9116"
107
1739
71739
HANDLE KIT- INTERIOR RAISED WITH THUN
108
1740
71740
HANDLE KIT- RAISED EXTERIOR HANDLE, L
109
1731
78162SN
HANDLE KIT- RECESSED INT. WITH THUMB
110
1732
78178
HANDLE KIT- RECESSED EXTERIOR PULL,
111
71OX34PPSDAX
#10 X 3/4" PH. PN. TEK - S.S.
112
1235
67S16
WSTP, .270 X. 170 -FIN SEAL
113
1712
64066
.187" X .230" FINSEAL
114
710X115PPX
#10 X 1-1/2"
115
710XPPT
#10 X 1"
116
720XlX
#14-20 X 1" S.S.
117
720X112X
#14-20 X 1-1/2" S.S.
118
17336
617336
90 DEGREE CORNER RECEIVER
119
17337
617337
90 DEGREE OUTSIDE CORNER ASTRAGAL
120
17338
6117338
90 DEGREE INSIDE CORNER ASTRAGAL
123
17352
617352
FIXED PANEL RETAINER, 718"
0.ww ,
1 2-1 HAUK HEAD
(6063-T6 AL)
1"
U2-TRACK HEAD W/ SCREEN TRACK
(6063-T6 AL)
7.105"
0.081" J O 3-TRACK HEAD
(6063-T6 AL)
9.142" -
0.081" J O4 4-TRACK HEAD
(6063-T6 AL)
1.514" -�
1'
1.260"
1"
0.062"
0.532"
10 4-TRACK SILL
(6063-T6 AL)
1.211"
[� 3-TRACK SILL
(6063-T6 AL)
O 2-TRACK SILL W/ SCREEN TRACK
(6063-T6 AL)
(7 2-TRACK SILL
(6063-T6 AL)
0.060"
0.760"
-i-
15"
r--
2-C
15 SCREE
(6063-T
15"
-�I 1.36"
r---
0.081"
15"
0.718" -
0.062"
0.264"
OFRAME
SCREW COVER
(6063-T6 AL)
.155"
0.080"
.016"
1 0.83" r
0.752"
0.080"
3.802"
0.574"
(11 SILL 0.075"
TRACK z6 P-HOOK
(6063-T6 AL) (6063-T6 AL)
2.30" 1.488"
0.830"
.080" . 1.870"
- 1.974" -1
2.44"
31 135" CORNER
(6063-T6 AL)
U.IGD +ylF�
67 STANDARD ASTRAGAL
(6063-T6 AL)
1.003"
0.757"
0.050" -1
105 FIXED
PANEL CLIP
(6063-T6 AL)
sxzn" ,-
3z 135' FIXED MOUNT
(6063-T6 AL)
5"
0.080" 1
0.709"
ss HEAVY DUTY ASTRAGAL
(6063-T6 AL)
2.f
2.304"
0.796"
0.062"
0P-HOOK MOUNTING
2$ ADAPTOR
(6063-T6 AL)
)0
s0 STANDARD STILE
(6063-T6 AL)
1.498"
BO"
69 TOP/BOTTOM RAIL
(6063-T6 AL)
w In
14"
0.752" �I
0.233" J 0.062"
P-HOOK SCF
29 COVER
(6063-T6 AL)
61 HEAVY DUTY STILE
(6063-T6 AL)
1.050"
289"
4 .611"
045"
0�
GLAZING s0 7/11
79 BEAD (I.G.) BED
(6063-T6 AL) VA
(601
4�
1.498"
b