HomeMy WebLinkAboutNotice of Acceptance �v
1� M.IAMI•DADE WAW-DARE COUNTY
® File ® ROD JCT 805 SW26TStreet RoomOL 08
DEPARTMENT OFRREGULATORY AND ECONOMIC RESOURCES Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION � -- o (786)315-2590 F(786)315-2599
CNNOTICE OF ACCEPTANCE OA 7EPV
I ED FQFhvww.miamidade.gov/economy
PGT Industries,Inc. I CODE COMPLIANCE
1070 Technology Drive, To L CIE A
North Venice,Fl.34275
.1 PE: ! k 0 C 72,
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted hasp been reviewed and accepted by Miami-Dade County RER-Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify; or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION Series"SGD-670"Aluminum Sliding Glass Doors w/901& 135"corners-NI'
APPROVAL DOCUMENT:Drawing No.PGTO128 Rev C,titled"Series 670 Alum SGD-Non-Impact", sheets 11
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 an
following statement: "Miami'.-Dade
County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the {
I 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 documentatio Al was reviewed by Ishaq L Chanda,P.E.
NOA No.19-1126.01
MIAMPDADE COUNTY Expiration Date: April 07,202$
FARM 41M
Approval Date: January 09,2020
,�I "o Page 1
PGT Industries,Inc.
nu,rICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. ]DRAWINGS
1_ Manufacturer's die drawings and sections (submitted under files See below)
2. Drawing N6.PGTO128 Rev B,titled"Series 670 Alum SGD-Non-Impact",sheets 1 tluu 22 of 22,
prepared byi manufacturer,dated 02-02-14 and last revised on 06/08/16,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 02/15/16,06/07/16 and 06/20/16, all
signed& sealed liy Idalmis Ortega, P.E.
2. Test reportIl on 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,per FBC,TAS 202-94
j 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, �TL-6034 &11±TL-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 NoFTL-7554,dated 11/01/13, signed &
sealed by Marlin D. Brinson, RE (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 b
Fenestration Testing
3. Additional RE supporting test#FTL 5254,FTL 5980,FTL 5987 and AT172138.01-401-18'.
4. Additional, Reference Fixed window test report FTL-7897(cardinal spacer)per TAS 201, 202
& 203-94,issued by Fenestration Testing lab (Test report submitted under file #15-0430.08).
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
01130/15, sheets 1 tluu 67, prepared by POT,signed and sealed by Lynn Miller,P. E.
2. Glazing complies with ASTME-1300-02, -04 & -09.
D. QALITY ASSUIkANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER
Ishaq 1.Chanda,M.
Product Control Unit Supervisor
NOA No. 19-1.126.01
Expiration Date: April 07,2025
Approval Bate: January 09,2020
E-1
I
S
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i
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 (50i 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. 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(6'h Edition), prepared by PGT,signed and sealed by Lynn
Miller,P.E.
2. Glazing compliies with ASTME-1300-02, -04 &-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
i
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(5" edition) & FBC 2017(01'Edition) and letter of
no financial interest,prepared by PGT, dated 04/18/17, signed and sealed by Lynn Miller, P.E.1
G. OTHER
1. This NOA revises NOA# 16-0629.03, expiring April 07,2020.
3. New Evidence submitted
A. DRAWINGS
1. Drawing No. PGT0128 Rev C,titled "Series 670 Alum SGD-Non-Impact", sheets I 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.
I haq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No. 19-1126.01
Expiration hate: April 07,2025
Approval®ate: January 09,2020
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS j
1 None.
�F, STATEMENTS (submitted under file#14-0123.11)
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 Miller,P.E.
2. Letter of lab compliance,part of the above test reports. {
G. OTHER j
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`''edition).
4. Test proposal dated 6/4/13 &08/12/13 approved by Jaime Gaseon,P.E.
5. Test proposalsjNo(s) 09-0177,0177 A, B & C approved by BCCO.
2. Evidence submitted under previous submittal
A. DRAWINGS
1. Drawing No. PIGTO128 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 04118/17, signed and sealed
by Lynn Miller,P.E.
�B. 'VESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on
08/09117, complying with FBC-217 (611'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 D',epartment of Regulatory and Economic Resources (RER).
r
MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement lette'r of conformance to FBC 2014(5`r' edition) &FBC 2017(6d'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.
i
3. New Evidence submitted
A. DRAWINGS
1. Drawing No. P�GTO128 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.
Ishaq L Chanda,PX.
Product Control Unit Supervisor
NOA No. 19-1126101
Expiration Date: April 07,2025
Approval Date: January 09,2620
E-3
i
1 '
PasT Industries,Inc.
NO i TICE OF ACCEPTANCE: EVEDENCE SUBMITTED
I$. VESTS
1. None.
C. CALCULATIONS (submitted under file #17-0420.09)
1. None
2. Glazing complies with ASTMS-1300-02, -04 &-09.
�D. QUALITY Abb U KANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
k. MATERLkL C1 RTIFICATIONS
1. None.
�F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (but Edition) and letter of no financial interest,
prepared by PG'T`,dated 11/22/19, signed and sealed by Lynn Miller,P.E.
C. OTHER
1. This NOA rent ws NOA# 17-0420.09, expiring April 07, 2025.
Ishaq 1.Chanda,P.E.
Product Control Unit Supervisor
NOA No. 19-1126.01
Expiration Date: April 07,2025
Approval Date: January 09,260
E-4
a
TABLE A:
- - S-ERI-ES-670;NON-IMP-ACT RES-ISTANT SL-I-DING-GLASS-DOOR gnchor Fi
INCLUDING POCKETS & 900/1350 CORNERS Group Anchor Type Me
#12 1"SMS,
GENERAL NOTES (Fy=60 ksi, Fu=95 ksi).
1)GLAZING TYPE OPTIONS: SEE TABLE B,THIS SHEET& GLAZING DETAILS ON SHEETS 4&5. #12410 SS SMS,
2) DESIGN PRESSURES: A (Fy=90 ksi, Fu=110 ksi)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 1/4"Elco Aggre-Gator® Jamb
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. Fy=57 ksi, Fu=96 ksi Jamb
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
- -- - -- --- —- ----- - - ---- - -- - -- - - -#12-Steel-SMS-(Gr.-5)-- - ---
3)ANCHORAGE:THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS B (min. of threads beyond
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO metal substrate)
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 1/4"Elco UltraCon®
C Fy=155 ksi, Fu=177 ksi [Jamb
4)SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 1/4"Elco UltraCon®
Fy=155 ksi,Fu=177 ksi Jamb
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH Jamb
D He;
NARROW JOINT SEALANT. 114"410 SS Elco CreteFlexO Jamb
Fy=127.4 ksi, Fu= 189.7 ksi Jamb
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. 1)WHERE SUBSTRATE CONDITIONS REQUIF
CHOOSE THE ANCHOR GROUP OF THE LOW
7)THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2)ALL ANCHOR HEAD TYPES ARE APPLICAB
CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 4)FILLED BLOCK VALUES MAY ALSO Bl I USE
5)ANCHORS MUST BE OF SUFFICIENT LEND
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER -
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE
9)TEST REPORTS: FTL-5254, FTL-5979, FTL-5980, FTL-5987, FTL-5994, FTL-6002, FTL-6034, FTL-6035, MIAMI-DADE COUNTY APPROVED ANI
FTL-7554 AND ATI 72138.01-1401-18 DISTANCE AND SUBSTRATE REQUIRE
2) FOR OTHER SUBSTRATE APPLICA-
TABLE B, SEE DETAILS ON SHEETS 4&5: 3)WOOD BUCK$ DEPICTED AS 1X AR
Glass Description(Listed from Exterior to Interior) PROPERLY SECURED, 1X WOOD BUC
Type I INSTALLED DIRECTLY TO SOLID CON
G1 3/16"TEMPERED GLASS DEPICTED AS 2X ARE 1-1/2"THICK OF
G1A 1/4"TEMPERED GLASS (WHEN USED)SHALL BE DESIGNED 1
G2 1"I.G.: 3/16"TEMPERED GLASS+ 5/8"AIRSPACE+3/16"TEMPERED GLASS LOADS TO THE STRUCTURE. BUCK D
G2A 1"I.G.: 1/4"TEMPERED GLASS+1/2"AIRSPACE+ 1/4"TEMPERED GLASS THE RESPONSIBILITY OF THE-ENGIN!
RECORD&TO BE REVIEWED BY THE
FEN �RAL NOTES............. 1 4) METAL SUBSTRATE TO MEET MIN.
PLE CONFIGS..........2-3 REQUIREMENTS PER CURRENT FLOF
GLAZNG DETAILS............4,5 BE REVIEWED BY THE AUTHORITY H,
r+r+n�r !� dA
-_EXAM.f'LE CONFIGURATIONS CONS
1)ALL —
POCK
MAX. UNIT WIDTH MAX. UNIT WIDTH LOCH
EXAM
NOM. PANEL WIDTH NOM. PANEL WIDTH Aw Ac PXXX;
PER TABLES 1-3 i2 3 PER TABLES 1-3 12 13 CAN E
2 90
J 12
1 19 I -� OF Ar
Gc Jw Jc I Go Jw Jc I cr
13 / 14 14 �o�0 13 19 14 14 0 3 FOI
- - ------ MAX. UNIT _ _ i -Kc-- I z a _MAX. UNIT — - --� - ---�— Kw Kc --I a in-----,
HEIGHT 14 14 I Q v HEIGHT / 19 / 14 14 I Z
PER TABLES 1-3 �w Q't i Y w
�u"z PER TABLES 1-3 10
��=
ICL iL �� =F
P
POCKET twi> POCKET uwj
-r\ ---J f\ --J
1- Dc PANEL w 2-PANEL
CONFIGURATIONS 1 13 CONFIGURATIONS 12 3
MAX. UNIT WIDTH
MAX. UNIT WIDTH ----
NOM. PANEL WIDTH Aw Ac w Bc NOM. PANEL WIDTH Aw Ac w Bc C
PER TABLES 1-3 12 13 12 13 PER TABLES 1-3 12 13 12 13 A 1
I _
Gw Gc t
19 Jw Jc I Q G2 13 19 19 19
MAX. UNIT 1w 1 c 19 Kw Kc I o a o MAX. UNIT 12 13 19 19 19
12 13 14 14 HEIGHT w Ic 19 19 19
HEIGHT 19 �w w w PER 12 13
PER TABLES 1-3 j c�i ti TABLES 1-3
lQ.
POCKET
3-PANEL CONFIGURATIONS w cc w Ec 4-PANEL CONFIGURATION
12 13 12 13
MAX. UNIT WIDTH - MAX. UNIT WIDTH
NOM. PANEL WIDTH Aw Ac w Bc cw Cc NOM. PANEL WIDTH
PER TABLES 1-3 12 13 12 13 1z 13 PER TABLES 1-3
— - Gw Gc - - - - - Jw Jc -- --J- 1— N-
12 13 19 - 19 19 19 14 14 I Q 1
w He w Kc j W o'w MAX. UNIT
MAX. UNIT w �� 19 19 19 19 14 14 z°4 HEIGHT
HEIGHT 12 13 19 19 19 19 i Q a PER4 Z cl
EXAM PLE-C_OREIGURATI.ONS CONK
MAX.TESTED UNIT WIDTH = 1)AL.
355-7116"@ 96" HEIGHT Poci
300-1/4" @ 120" HEIGHT LOC/
NOM. PANEL WIDTH Aw Ac w Bc Cw Cc EXAA
PER TABLES 1-3 1z 13 1 13 12 13
pXX)(
"���--- CAN
1 13 19 t
19 19 19 14 14 I
Hc w > 2)90
MAX. UNIT 1w 13 19 19 19 19 14 14 j o Q o OF A
Iw Ic
Izacn
- - -HEIGHT; 12 13 - 1g - -- 9 - - - -19--- -19 3 FC
96" OR120" )
loaw
IaQ� llXip_
POCKET
6-PANEL CONFIGURATIONS
12 13 12 13 12 13
MAX. UNIT WIDTH
NOM. PANEL WIDTH Aw c w c Cw Cc
PER TABLES 1-3 12 13 12 13 12 13
Gw Gc
Jw Jc I DLO
12 13 t
f
t
19 19 t
14 14 j DLO
12 13 19 19 14 14 �o�q PAN
MAX. UNIT w to HEIGHT 12 13 19 19 i w W
PER TABLES 1-3
/ 1a
POCKET w� Wi�
7-PANEL CONFIGURATIONS w Dc w Ec w Fc
1 13 12 13 12 13
MAX. UNIT WIDTH
NOM. PANEL WIDTH Aw Ac w Bc Cw Cc
PER TABLES 1-3 12 13 12 13 12 13
Gw Gc L1 L L L L L Jw Jc I
- ---- 12 13 - --19 - — 19 ----19 - 19 -- ---- -t
w c 2 2 L2 1 1 MAX. UNIT 12 1319 19 19 19 19 19 °^--HEIGHT 12 13 19 9 19 19 19 19 j�,W w
_GLAZING DETAILS
3/16"T GLASS
74
EXTERIOR 82 le
a
3/4" NOM.
GLASS
7s BITE
EXTERIOR
54
3/16" TEMPERED GLASS, TYPE G1
1/4"T GLASS
° 74
EXTERIOR 82
a
3/4"NOM.
GLASS
BITE
7s
54
S�GLAZING DETAILS-(G2
SILICONE
STRUCI
NOM. STRUCTURAL 1/4"NOM. SILI-
POLYISOBUTYLENE
3/16"T GLASS WITH DESICCANT DESIC
•
5/8"AIR SPACE EXT.GLASS EXT.GLX
3/16"T GLASS
EXTERIOR
83 INT.GLASS
124-127 N 3/4" NOM. 124 KODISPACE 125
GLASS 4SG TPS
BITE
79
55
ALUMINUM
REINFORCEMENT POLYIS
1" I.G. GLASS, TYPE G2 BUTYLE
5/16"NOM. SE
BUTYL&
DESICCANT ROLL-FORME
FOAM STAINLESS STEE
EXT.GLASS •
1"NOM. EXT.GLASS•
1/4"T GLASS
INT.GLASS
1/2"AIR SPACE
1/4"T GLASS 126 DURASEA0 127
EXTERIOR
74 SPACER
124-127 s 3/4" NOM. Part# Description
- -- - - — — - -- — GLASS----
BITE -124--Kommerling-4SG-TPS-SpacerSystem-
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) --Sill-Height to Max. (+)-DI-
For comer astragal anchorage on 90'or 135`comer units, see sheet 11 (Water Infiltration Rating)
Table applies to all Glass types and 801, 84" 90" 96"Door Unit Height Sill Riser Height
the Stile/Astragal types shown below. Flat or Box, see (+)Design
Positite(+)DP may be limited by 69-718"DLO 73-718"DLO 79-7/8"DLO 85-7/8"DLO ( Pressure, ps
Anchor Group Anchor Group Anchor Group Anchor Group Sheet 17)
Table 1A. A I B I C D A I B I c-T D A I B C D A B I C I D Flush-1-1/2" see note 3
Design Pressure +90.0/-127.1 +90.0/-120 +90.0/-110.8 +90.0/-102.9 Low-2-1/2" +46.67
24„ 17" Head/Sill C4+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 Medium-3-1/4" + 60.0
DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 8 10 8 8 8 High-4" + 90.0
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 +90.0/-106.3 +90.01-100.2 +90.0/-92.2 +85.3/-85.3 SEE NOTES 1-3
--231' ----Head/Sill---C4+1 C4+1--C4+1--C4+1 04+1--04+1- C4+1--C4+1 -C4+1 C4+1- C4+1 C4+1- C4+1--C4+1- C4+1--C4+1----- -- -
30" DLO Jamb 10 8 8 8 10 8 8 8 10 1 8 8 1 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 1 7+8 7+8 7+8 7+8 7+8 NOTES:
Design Pressure +90.0/-92.9 +87.3/-87.3 +80.0/-80 +73.8/-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 1) POSITIVE PRESSURES II
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 2)WHEN USING THE 2-1/2"
Design Pressure +83.71-83.7 +76.4/-78.4 +71.61-71.6 +65.81-65.6 3-1/4" SILL, POSITIVE WATE
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 WATER DP IS 90.0 PSF MA;
EL 42 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+g 7+8 7+8 7+8 7+8 7+8 3 4", 3-1/4"AND 2-1/2" SILL
S Design Pressure +77 1/-771 +72.0/-72 +65.51-65.5 +60.0/-60 )
z 41" Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 THE 1-1/2"SILL IS NOT ANC
48" DLO Jamb 10 8 s 8 10 8 8 8 10 8 8 8 10 8 8 8 REQUIRED. MAX. POSITIVE
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 THE DOOR IS PROTECTED
Design Pressure +72.51-72.5 +67.41-67.4 +61.0I-61 +54.71-54.7 BUILDING CODE (SEE ADJ)
54" 47" Head/Sill 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 INFILTRATION.
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 4 SEE SHEETS 10-14 FOR
Design Pressure +69.1/-69.1 +64.0/-64 +57.6/-57.6 +50.6/-50.6 )
53" 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 C4+2 C4+2 C4+2 C4+2 INFORMATION.
60" 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 1 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 5) DOOR SIZE TO COMPLY
FOR EXAMPLE ON USING TABLE, SEE SHEET 7. REQUIRED.
DLO WIDTH= NOM. PANEL WIDTH-7" 6)JAMB ANCHORS ARE SF
QUANTITY, DIVIDE BY 2 FC
DLO HEIGHT= DOOR UNIT HEIGHT- 10.125"
PANEL HEIGHT= DOOR UNIT HEIGHT- 1.866"
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 1, SEE SHEETS 21 &22 FOR PART DIMENSIONS AND SHEETS 18& 1!
Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135°As
Assembly Straight Astragal Assembly 90'Astragal Asser
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-du
- - ------ -- - - Standard-Astragal Outside Corner Outside
Corner
l
Ineir7c
TABLE 2:
-- --- - Design-Pressure-(DP)-and Anchor-Quantities Required,-(for-all-approved configurations 06-Sheets-2-&3)- -For comer astragal anchorage on 90`or 135'comer units,see sheet 11
Table applies to all Glass types and Door Unit Height
the Stile/Astragal types shown 80' 84" 90' 96" 102" 108"
below.Positive(+)DP may be 69-718"DLO 73-7/8'DLO 79-718"DLO 85-718"DLO 91-7/8"DLO 97-7/6"DLO 10
limited by Table 2A. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group An
A I B I C D A B I C I D I A 1 B 1 C I D A B C I D I A I B I C I D I A I B I C I D - A
Design Pressure +90.0/-140.0 +90.01433.0 +90.0/-122.0 +90.01414.0 +90.0/-106.0 +90.0/-99.0 +9
24" 17' Head/Sill C4+1 I C4+1 I C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 I C4+1 I C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 1 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 G
DLO Jamb 10 8 1 8 8 10 1 8 1 8 8 10 1 B 1 8 1 8 10 1 8 1 8 8 10 1 10 1 10 1 10 10 1 10 1 10 10 10
P-hook 7+8 7+8 1 7+8 7+8 7+8 1 7+8 1 7+8 7+g 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 7+8 8+9 1 8+9 1 8+9 1 8+9 8+9 1 8+9 1 8+9 8+9 9+10 9,
Design Pressure +90.01-141.8 +90.01-133.6 +90.0/-122.9 +90.01-113.8 +90.01-105.9 +90.0/-99.1 +9
30" 23" Head/Sill C5+2 C5+2 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 C5+1 C5+1 C5+1 C5+1 CS+1 C5+1 C1
DLO Jamb 12 10 8 8 12 10 8 8 12 10 8 8 12 10 8 8 12 10 10 1012 12_ 10-1- 10___10_ ___12
P-hook 8+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 8t9 8+g 8+9 8+9 1 8+9 1 8+9 1 8+9 9+10 9-
Design Pressure +90.01-123.9 +90.01-l16.4 +90.01-106.7 +90.01-98.5 +90.01-91.4 +85.3/-85.3 +8
36" 29" Head/Sill C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+21 C5+1 I C5+1 C5+1 I C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 .C5+1 CI
s DLO Jamb 12 10 8 8 12 10 8 8 12 1 10 1 8 1 8 12 1 10 11 8 12 1 10 10 10 12 1 10 1 10 10 12
P-hook 8+9 8+9 8+9 8+9 8+4 1 8+9 8+9 8+9 8+9 1 8+9 1 8+9 1 8+9 8+9 1 8+9 1 8+9 1 8+9 8+9 1 8+9 8+9 8+9 8+9 1 8+9 1 8+9 8+9 9+10 9
Design Pressure +90.01-111.6 +90.01-104.5 +90.01-95.4 +87.81-87.8 +81.3/-81.3 +75.7/-75.7 +7
i° 35" Head/Sill C5+2 C5+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 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 Q
a 42" 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
c P-hook 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 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9•
a Design Pressure +90.01-102.9 +90.0/-96.0 +87.31-87.3 +60.0/-60.0 +73.81-73.8 +68.6/-68.6 +6
Z 48„ 41" Head/Sill C5+2 C5+2 1 C5+2 C5+2 C5+2 1 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 I C5+2 C5+2 C5+2 C5+2 C5+2 C5+2rp�"
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
P-hook 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 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+910
Design Pressure +83.01-63.0 +77.2/-77.2 +69.81-69.8 +63.61-63.8
54" 47' Head/Sill C4+3 I C4+3 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 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 Not available in these
Design Pressure +79,2/-79.2 +73.31-73.3 +66.01-66.0 +60.0/-60.0
60" 53" Head/Sill c4+3 C4+3 I C4+3 C4+3 C4+3 C4+3 C4+3 C4+3 C4+2 C4+2 C4+2 C4+2M7+8
C4+2 C4+2 C4+2
DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 88 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+87+8 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 Lockstile @ 90'Astragal Lockstile @ 135°AM
Assembly Straight Astragal Assembly 90°Astragal Asserr
Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dut
Standard Astragal Outside Corner Outside
Corner
Inside
Inside Corner Corner Outside:9
-
Corner
Part#61(Stile) Part#61
Part#61(x2) Part#61 Part#61 Part 67(Astra Part#61 Part#118(Corner Part#120(Out.) Parts#3.1
Part#67(Astragal) Part#120(In.)
_ _ _-__-_ ___ - Receiver)____ I(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, POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL, POSITIVE WATER DP IS 60.0 PSF MAX,
TABLE 3: TABLE 3A:
--- -- Design-Pressure-(DP-)-and-Anchor-Quantities-Required,-(for-all-approved-configurations-on-Sheets2-&-3) -Sill-Height to-Max.
For comer astragal anchorage on 90`or 135°comer units,see sheet 11 (Water Infiltration Ra
Table applies to all Glass types and
the Stile/Astragal types shown 80" 84" Door Unit Height 90" 96 (Flat or Box,Sill Riser Height see (+)s
69-7/8"DLO 73-7/8"DLO 79-7/8" DLO 85-7/8"DLO Press
below. Positi%e(+)DP may be Anchor Type Anchor Type Anchor Type Anchor Type Sheet 17)
limited by Table 3A. A B C I D A I B C D A I 8 I C D A I B C D Flush- 1-1/2" see
Design Pressure +90.0/- 40.0 +90.0/-133.0 +90. -122.0 +90.0 -1 4.0 Low-2-1/2" +4
24„ 17" 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 Medium-3-1/4" + i
DLO Jamb 10 8 8 8 10 8 B 8 10 8 8 8 10 8 8 8 1 High-4" + !
P-hook 7+8 7+8 7+8 1 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 SEE NOTES 1-3
_D__e_s_ign Pressure +90.0/-159.5 _ +90.0/-150.3 __ +90.0/_138.2 +90.0/-126 ___
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 8 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 NOTES:
Design Pressure +90.0/-139.4 +90.0/-130.9 +90.0/-120 +90.0/-110.8
29" Head/Sill C6+2 6+
C2 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 1) POSITIVE PRESSUR
36" DLO Jamb 14 12 8 1 8 14 12 8 8 14 12 .1 8 8 14 12 8 1 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 2)WHEN USING THE 2•
Design Pressure +90.0/-125.5 +90.0/-117.6 +90.0/-107.3 +90.0/-98.7 USING THE 3-1/4"SILL,
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 SILL, POSITIVE WATEF
o- 42 DLO Jamb 14 12 8 8 14 12 8 8 14 12 8 8 14 12 8 8 SEE TABLE 3A.
c 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
ZDesign Pressure +90.0/-115.7 +90.0/-108 +90.0/-98.2 +90:0/-90 3)4", 3-1/4"AND 2-1/2"
48" 41" Head/Sill C6+3 C6+3 C5+3 C5+3 C6+3 C6+3 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 WHEREAS THE 1-1/2"
DLO Jamb 14 12 8 8 14 12 8 8 14 1 12 1 8 1 8 14 12 8 8
RESISTANCE IS NOT R
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 TABLE 3 MAY BE USE[
Design Pressure +831-83 +77.2/-77.2 +69.8/-69.8 +62.6/-62.6 COMPLYING WITH THE
47" 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 C4+2 C4+2 C4+2 C4+2
54" DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 8 10 8 8 g DIAGRAM);THIS CONIC
P-hook 7+8 7+8 7+8 1 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 4)SEE SHEETS 10-14 f
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 EMBEDMENT INFORM/
60" 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 7+8 7+8 7+8 1 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 5)DOOR SIZE TO COM
FOR EXAMPLE ON USING TABLE, SEE SHEET 7. REQUIRED.
DLO WIDTH =NOM. PANEL WIDTH-7" 6)JAMB ANCHORS AR
QUANTITY, DIVIDE BY
DLO HEIGHT= DOOR UNIT HEIGHT- 10.125"
PANEL HEIGHT= DOOR UNIT HEIGHT-1.866"
THE FOLLOWING STILE &ASTRAGAL TYPES SHALL BE USED FOR TABLE 3, SEE SHEETS 21 &22 FOR PART DIMENSIONS AND SHEETS 18& 1'
Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135"As
Assembly Straight Astragal Assembly 90°Astragal Asser
_Heavy-duty-Stiles--Heavy-duty-Stile--Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile- -- Heavy-duty-Stile--Heavy-duty-Stile------Heavy-du-
E Heavy-duty Astragal Outside Corner Outside
Corner
NO FRAME "8+9" P-HOOK ANCHORAGE CONSISTS OF:
_ SEE I JAMB (8jP=H0OK-ANCHOR8, SEE"C5"CLUSTER MAX. UNIT WIDTH
SPLICE I REQUIRED @ (PERPENDICULAR TO GLASS
NOTE, I " EXTERIOR PLANE)SEE TABLE 2, SHEET 7 DETAILS, SHEET 10 FOR INTERLOCK REQUIRES "C6'
THIS POCKETS AND 42" NOM. CLUSTER, SEE
SHEET SEE POCKET (9) P-HOOK --______�^ x �� PANEL WIDTH DETAILS, SHEET
JAMB MOUNTING " --x x x x x x
INSTALLATION, ADAPTER 6 MAX. (o}— x x ANCHORS MIDWAY o
x E)lox x 31
THIS SHEET 3"MAX. x
; I i i
I0 ° . & SHEET 14 BETWEEN P-HOOK
ANCHORS &AT 3" I 'o'
�--� x=FRAME
FROM TOP-&--;-W-- MAX.
---I i- --—- - ---�-ANCHORS
- -- BOTTOM 4 O.C. o
Z¢ 14 MAX.O.C. o
4.051" -8" MAX.TO OPENING w o I I i I O ®=P-HOOK
EDGE OF POCKET SEE a ANCHORS
4 INSTALLATION w I I i o i
DETAILS 'Jc'&'Kc', i '' !,.Iom o=P-HOOK
END PANEL SHEET 14&PART � �a MOUNTING
ANCHORAGE DETAILS 'J'&'K', i 6� I o I 3"MAX. ADAPTER
24"MAX. (2 ANCHORS) SHEET 19 FQR l j
lo�J- ANCHORS
O.C. P-HOOK L_____6"MAX.
,� x
ANCHORAGE ANCHORS END PANEL I % x x x x x
X� X x
YeANCHORAGE �' x x x x ' xxx xxx x ' x x
(SEE SKETCH BELOW) „+2„ __\�"+2"
° CENTERLINE 8"MAX.,Ty OF PANEL 9 P. ANCHORAGE ANCHORAGE ANCH
24"MAX. EXAMPLE: 5-PANEL, 2 TRACK, 900 OUTSIDE CORNER-pXX/XXO-EXT. MOUNT POCKET ANCHORAGE F
O.C. 142"x 96" NOM. PANELS,ANCHOR GROUP C IN CONCRETE SUBSTRATE(SEE TABLE 2, SHEET 7)
ANCHORAGE EXAMPLE NOTES: END PANEL ANCHOR EXCEPTION,("+1"ANCHORAGE C
I 1)APPROVED ANCHORS: SEE TABLE A, SHEET 1 DISTANCE TO NEXT
2)ANCHOR LOCATION SPACING FOR ANCHOR CLUSTER TO BE
42" TCENTERLINE 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 - SPECIFIED CLUSTER FROM APPROPRIATE TABLES, •
SEE ILS CLUSTER SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT I--CENTERLINEOFENDP
WIDTH DETAILS, SHEET 10
FOR I NTERLOCK 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
CLUSTER IS OVER 24",OTHERWISE RS ARE I
"+2"ANCHORAGE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" REQUIRED AT THE MIDSPAN AS PER THE FFIIGURE AE
3.5" 17— O.C. MAXIMUM,
4 LCENTERLINE 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.
- "+2"-ANCHORAGE - - ---,-
REQUIRES SEE C5 CLUSTER END PAP
"C6"CLUSTER, SEE OF CENTERLINE DETAILS, SHEET 10 CENTERLINE ANCHORP
DETAILS, SHEET 11 —INTERLOCK FOR ASTRAGAL �_OSTRAGAL (2 ANCHO
ASTRAGAL OR SPLICE-LOCATION— ASTRAGAL OR--I-(FOR-SPLICE -------ASTRAGAL-OR SPLICE LOCATIO—
INTERLOCK---�—IF NEEDED INTERLOCK—, CONDITION, USE INTERLOCK--J'IF NEEDED
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE I
1.75"
3.5" 7„ 7"
1.75" —� 3.5"
4" DIAG. " DIAG.
2.04" 2.04" 2.
3.5" 4" DIAG. 7" 3.5"
EXTERIOR 7 EXTERIOR_ - _ _ _ 7 EXTERIOR__-
2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL
(�ASTRAGAL OR INTERLOCK CCD-ASTRAGAL OR INTERLOCK (CD-ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6") r
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATIC
INTERLOCK- IF NEEDED INTERLOCK-� CONDITION, USE INTERLOCK--- IS NEEDED
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE 3.5"
7"
o I
2.04" 4" DIAG.
4.08" 4.08" I
i IZ 2.(
EXTERIOR 1. 7„ EXTERIOR 4" DIAG. EXTERIOR—r 3.5"
mil, 7 �1., 3.5"
3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL
@ ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK M ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5"). ANCHORS ARE REQUIRED, "C6")
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR II ASTRAGAL OR (FOR SPLICE
INTERLOCK�IF NEEDED INTERLOCK-�i (FOR SPLICE INTERLOCK CONDITION, DO NC
CENTERLINE I CENTERLINE I CONDITION, USE CENTERLINE USE THIS DETAIL)
—PI 1.75" ,C6" CLUSTER DETAIL)
11
3.5"
3.5" --! 3.5
- ------- —2:04" --— ------ ----4"DIAG. ---- -- -2.04" — 4"-DIAG.---- - ---2.04"-- -
2.04" 5.37" DIAG. 4
4.08" I nn
2.04" 2.04" INTERIOR 2.04" INTE
- - _ INTERIOR - - INTERIOR - - --- --
0
41\
4" DIAG. 4" DIAG. 8.94"
6.12" 9 6.12" q 3.5"
INTERIOR INTERIOR ° 7" INTERIO INTERN
90° � 3. 90° 3. 1 ° EXTERIOR
o. EXTERIOR °
EXTERIOR 4" DIAG.
0 0
I
3.5" 411 3,511 411 —N.- 3.5"
- -2.04 4
2.04" EXTERIOR _ -- 2.04" - 7�ll _-- _ " _--EXTERIOR 1_1 -------- --2.04" --
EXTERIOR �
900 CORNER 90° CORNER 135° CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRA-
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE W
ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C6") ANCHORS ARE REQUIRED, "C4") ANCHOF
4.08"
INTERIOR I INTERIOR
EXTERIOR 4.08" "+1"ANCHOR
INTERIOR 403.5" INTERIOR
7.41"
90° ° [1,
71� 135°
EXTERIOR
3.5"
4.08" 4.08" 7"
5.37" DIAG. 5.37" D IAG.
0 0 0 0
EXTERIOR 3.5"
7 _� 411 EXTERIOR 7"3 51r 411 INTERIOR ALL
"+2"ANCHOR
EXTERIOR
900 CORNER 135° CORNER VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL
("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED
_ o
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS)
INTERIOR 6.12" INTERIOR 2.04"
-� 2.04" .12 3.5"
� 6
4" EXTERIOR 5.88"
INTERIOR
INTERIOR / 9001 3.5" 135°
7„ "+3"ANCHOR
4" 2.04"
DIAG. 0
--- -- 6.12" + 4" DIAG, ° 6.12" - 3.5" 4.08" °
° 7" EXTERIOR
_�..�.0 01 0 - 0
INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SE
- - - EDGE DISTANCE:---
EDGE DISTANCE: EDGE
SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 SEE.I
EXTERIOR Y _ 2-1/16"*1/411
1/4"
MAX. MAX
o SHIM EXTERIOR SHIM EXTERIOR
EMBEDMENT: f f f
SEE TABLE A,
SHEET 1
2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SEE
-- - - SEE-ANCHOR-NOTES TYP.,-SEE-ANCHOR- --SEE ANCHOR-NOTES- - TABLE-A-&ANCHOR
TYP., SEE ANCHOR
NOTE 3, SHEET 1 &TABLE A, SHEET 1 NOTE 3, SHEET 1 &TABLE A, SHEET 1 NOTE 4, SHEET 1
DE 2-TRACK FRAME HEAD DE 3-TRACK FRAME HEAD E 4-T
Aw WOOD INSTALLATION Bw WOOD INSTALLATION Cw ME
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS/
SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE AN
&TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE &TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE &TAB
SEE ANCHOR ANCHOR ANCHOR
NOTE 5, SHEET NOTE 5, NOTE 5,
1 (1/4" MAX.)_j_ SHEET 11- SHEET)�
(1/4"MAX.) g (1/4 MAX.
EXTERIOR EXTERIOR EXTERIOR
2-1/16"* 2-1/1611* �2-1/16"
EDGE DISTANCE: EDGE DISTANCE:
SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1
EMBEDMENT:SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1
E 2-TRACK FRAME SILL E 3-TRACK FRAME SILL 16E 4-T.
Dw WOOD INSTALLATION Ew WOOD INSTALLATION Fw ME]
EMBEDMENT: SE
TABLE A, SHEET
EMBEDMENT: SEE
TABLE A, SHEET 1 YI
EMBEDMENT: SEE METAL TYP., SEE
TABLE A, SHEET 1 EDGE DISTANCE: TABLE A&ANCHOR -
SHEET 1
TYP., SEE ANCHOR TYP., SEE ANCHOR
EDGE DISTANCE: O SEE TABLE A, NOTE 4, f
2X WOOD � SEE TABLE A, 2X WOOD SHEET 1 `
-----SHEE -1------- - -NOT ,
- - - ---------- - --
- - --- - NOTE-3-SHEET 1-- - T NOTE 3, SHEET 1 .................i SMS ANCHOR TYP.,
J
SEE ANCHOR NOTES -{
2A/161 2-1/16"* &TABLE A, SHEET 1
WOOD ANCHOR TYP., + I 111
INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SI
EDGE DISTANCE: SEE EDGE DISTANCE:-- - EDGE-
CONCRETE CONCRETE SEE TABLE A, SHEET 1 CONCRETE SEE'
PER TABLE TABLE A, SHEET 1
A, SHEET 1 2-1/16"* PER TABLE 2-1/16"* PER TABLE
A, SHEET 1 A, SHEET 1
EXTERIOR _ — E .° a•
a
EMBEDMENT: 1/4 EXTERIOR L 1/4 EXTERIOR
SEE TABLE A, MAX. a MAX. a
SHEET 1 SHIM SHIM
PROPERLY SECURED 1X CONCRETE ANCHOR TYP„ PROPERLY SECURED 1X _CONCRETE ANCHOR TYP., PROPERLY SECU
------- -- ---------- - -
-- --- -WOOD BUCK-TYP.-SEE-- SEE ANCHOR WOTES& WOOD BUCK TYP., SEE 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,
E 2-TRACK FRAME HEAD pE 3-TRACK FRAME HEAD a
4=l
Ac CONCRETE INSTALLATION Bc CONCRETE INSTALLATION CC
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE
SEE ANCHOR4SHEET
WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANC
TABLE ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TAB
SEE ANCHOR SEE ANCHOR SEE ANCHOR
NOTE 5, SHEET NOTE 5, NOTE 5,
1 (1/4" MAX.)- SHEET 1� SHEET 1�
4�Al�
(1/4"MAX.) ® (1/4" MAX,)
EXTERIOR EXTERIOR EXTERIOR '
a 2-1116 2-1/16"* a2-1/16"
EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE El
SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 PER TABLE SEE TA
EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDME
E 2-TRACK FRAME SILL DE 3-TRACK FRAME SILL E 4-T
Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Pc CO
EMBEDMENT: SEE _
TABLE A, SHEET 1
EMBEDMENT: SEE
TABLE A, SHEET 1 ~�
EDGE DISTANCE: PROPERLY SECURED
EMBEDMENT: SEE CONC./CMU ANCHOR L
SEE TABLE A,TABLE A, SHEET 1 TYP., SEE ANCHOR SHEET 1 1X WOOD BUCK TYP.,_
EDGE DISTANCE: SEE ANCHOR NOTE 3,
PROPERLY SECURED NOTES &TABLE A, SHEET 1
1X WOOD BUCK TYP„ SEE TABLE A, SHEET 1 ° 2-1/16"
-• -
IIII
_'SEE ANCHOR-NOTEE3; - _ CONC./CMU ANCHOR
SHEET 1 ° I TYP., SEE ANCHOR_
CONC./CMU ANCHOR 2-1/16"* PROPERLY SECURED NOTES &TABLE A,
Tin Or=' n ninunn I i I WOOD BUCK TYP., II I I ° CHFFT 1
INSTALLATION DETAILS -)
FRAME JAMB
REQUIRED AT ALL 2.693"MIN.
INSIDE POCKETS EDGE
EMBEDMENT: SEE TO PREVENT DISTANCE
WATER
WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER
WOOD ANCHOR TYP., INFILTRATION
O Q SEE ANCHOR NOTES
EMBEDMENT: &TABLE A, SHEET 1 E26
SEE TABLE A (ALSO SEE TYP. '
L*:r
- SHEET-1- --- -- - 28 - IL-L-USTRATION-SHEET-9) - - - - -
EDGE DISTANCE: SEE °
TABLE A, SHEET 1 EMBEDMENT: 7- .
SEE TABLE A,
26 EXTERIOR SHEET 1 g °
PHOOK WOOD ANCHOR TYP., °
SEE ANCHOR NOTES P-HOOK
CONCRETE OR
&T EMBEDMENT:ABLE A SHEET 1 SEE °
(ALSO SEE TYP. CMU PER TABLE TABLE A, SHEET 1
EDGE
ILLUSTRATION, SHEET 9) MIN. A, SHEET 1
EDGE DISTANCE
DE P-HOOK FOR USE WITH FLAT SILL RISERS pE P-HOOK FOR USE WITH FLA'
Jw 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 P-HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE
NOTE 4, SHEET 1; EMBEDMENT:SEE ADAPTER SMS TABLE A, SHEET 1 ~~
MIN. OF 3 THREADS TABLE A, SHEET 1 ANCHOR TYP., SEE CMU PER TABLE °
A, SHEET 1
BEYOND THE METAL ANCHOR NOTES ,°
SUBSTRATE 28 &TABLE A, SHEET 1 °
(ALSO SEE TYP. EMBEDMENT: ,
SEE TABLE A,
ILLUSTRATION, °
EMBEDMENT: SHEET 9) SHEET 1
p
SEE TABLE A, ° aiiupgmrpnr=
EDGE DISTANCE: SEE
SHEET 1
TABLE A, SHEET 1 ,
f 30 30
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU
SEE ANCHOR NOTES J� ANCHOR TYP., SEE
----- & J_____c�E_
TABLE A-SHEET 1--- - — -- v -- ----- ----
ANCHOR NOTES &TABLE
(ALSO SEE TYP. 2.693"MIN. A, SHEET 1
ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP.
11 1 1 ICTDAT%nkl CI..II=GT 01
CONFIG. EXAMPLES
------- - ---- MAX. UNIT ---- -- -
WIDTH
MAX. NOM. PANEL WI[
DLO TYP. PER TABLES
HEADER DETAIL'A', WIDTH
SHEET 18; INSTALLATION
DETAILS'Aw'&'Ac',�
SHEETS 12& 13
PANEL PANEL PANEL PANEL
TYPE TYPE
- - - - - -TY-PE----- - -- -TYPE - - --- -
'A'
NOM. MAX. UNIT
MAX. I / � MAX. HEIGHT
PANEL
PANEL % WIDTH TYP. I DLO PER
HEIGHT SEE PER HEIGHT TABLES
NOTE 2 TABLES 1-3 1-3
a a
X a
1
SILL DETAIL'D', SHEET 18;7' 900
INSTALLATION DETAILS EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX
'Dw'&'Dc', SHEETS 12& 13
SILICONE
BY OTHERS
#8 X 1"
#10 X 1-1/2" PH SMS
PH SMS
PANEL CORNER FRAME CORNER
DETAIL DETAIL
CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15
_ "M', SHEET 19 -OPERABLE JAMB-DETAIL'G3'-SHEET-18; -
n '—y INSTALLATION DETAILS'Gw'&'Gc', SHEETS 12& 13
21XED JAMB DETAIL'G2' ASTRAGAL HEADER DETAIL'A', SHEET HEADER DETAIL'A', SHEET 18;
HEET 18; INSTALLATION DETAILS'1.1'& 18; INSTALLATION DETAILS INSTALLATION DETAILS'Aw'&'Ac',
DETAILS'Gw'&'Gc', L2, SHEET 19 'Aw'&'Ac', SHEETS 12& 13 SHEETS 12& 13
SHEETS 12& 13 90,
PANEL PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE TYPE PANEL PANEL
lRl 'Ll �D� ,A, - -- - - - - 'A'- - - --TYPE--- - -TYPE -
/ NOM. / / UNIT
PANEL / / HEIGHT SILL DETAIL NOM.
MAX WIDTH TYP. / / PER 'D', SHEET PANEL
PER SEE TABLES 18; MAX. / WIDTH TYP.
DLO TABLES 1-3 NOTE 2, 1-3 INSTALL DLO PER
HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3
�., 'Dw' & 'Dc',
O X X X SHEETS 12 Gj
( & 13 , X X X
MAX. UNIT WIDTH
SEE FRAME&
PANEL CORNER SILL DETAIL'D', SHEET 18; MAX. UNIT WIDTH--
CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
DETAILS SHEET 15 2-TRACK 'Dw'&'Dc', SHEETS 12& 13 EXAMPLE: 900 OUTSIDE CORNER - X
JAMB DETAIL'11', !
ASTRAGAL DETAILS 'L1'& INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DIET
L2, SHEET 19� INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEE-
"1 '
u HEADER DETAIL ("1
'B', SHEET 18;
JAMB DETAIL'H2', SHEET P-HOOK DETAIL'J'&'K', SHEET .�
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 MAX. UNIT WIDTH
PANEL PANEL PANEL PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE TYPE TYPE TYPE
'Rl ,L, IMl ,F, IMl 'F' 'F'
MAX. UNIT NOM. w o i NOM.
° _ PANEL-- _
-- ----- _. HEIGHT ---- /-- - /--- PANEL -- / a /
PER WIDTH TYP. Q i WIDTH TYP.
/
w
TABLES MAX. / / SEE PER / ¢ i SEE MAX. PER
1-3 u DLO T NOTE 2, TABLES 1-3 °a _--NOTE 2, _ DLO T TABLES -31111
_--_PAN.EL'_S RLGH-T_ST_ILE-TYPI__
PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORI
INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN BOX OUT 13OX IN
9 LOCKSTILE 90 LOCKS
TYPES HANDLE W/HANDLE W!HANDLE HANG
#120 #119
SINGLE
INTERLOCK F Pl®
TR TC
OUT (BOX OUT)
SINGLE c
- - INTEIRLOCK-- S-- -- -E -� -- --- mil- - I G V c
- _ --- ----------(80X OUT --- (BOX IN) -- ---- - --
FIXED RR R S
STILE
(BOXOUT) (BOXlN)
LOCKSTILE � /� /J J
W/HANDLE /�/� (BUT) (BOX IN)
W ASTRAGAL jrC
0- BOX OUT
>- W/HANDLE (BOX OUT)
F'- ASTRAGAL /�J
W BOX IN I V LEFT 4INTERIOR RIGF
W/HANDLE (BOX IN)
_ PANEL PANE
{-- ASTRAGAL STILE EXTERIOR STIL
(/) BOX OUT (BOX OUT) (BOX OUT)
LL ASTRAGAL / / PANEL"E"SHOWN. SEE TABLE FOR OTHER PANEL TYPE;
W BOX IN (.! APPLICABLE STILE/ASTRAGAL REQUIREMENTS.
J (BOX IN) (BOX IN)
INT CORNER T Cl
90 LOCKSTILE
J W/HANDLE#120
W EXT CORNER �T QS SILL RISERS OPTIONS -II-
Z 90 LOCKSTILE
Q W/HANDLE --�{ .232"
#119
EXT CORNER#61 OR 232' ZE-4
EXTERIOR
90 RECEIVER CT CS EXTERIOR
W!HANDLE #118 5'062" 3
INT CORNER #61 1.567"
90 RECEIVER AT AS ®F .062"
W/HANDLE #118
#118 EXT CORNER � SILL RISER FLAT"' SILL RISER, FLAT SILL RISEF
90 RECEIVER F 18* 20 22
FLUSH, 1-1/2" LOW, 2-1/2" MEDIUM,
#61
EXT-CORNER- #31
-- -- -- ------ --►
135 RECEIVER VT_ -��Je VF
W/HANDLE #61 --VT--
760"
INT CORNER #31 EXTERIOR EXTERN EXTERIOR
ss RF(-FIVFR IAIT IA14Q IA197 �--� t� .sob" � n -� nR�u a
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
LOCK PART
* 14 106 OUL
F JALE
MB FULL LENGTH 5 14 E 60 OR 61 75&107-110
60 OR 61 E * G3
G1 60 OR 61 2-TRACK JAMB
2-TRACK JAMB (SHOWN
105 6"LONG CLIP#105 WITH
113 W/RETAINER#106 OPERABLE
MIDSPAN (SHOWN WITHJO
PANEL)
--- - - - - -- - ------- -- -- -
5 EXTERIOR 103 L5&10 ART 103
THE INTERIOR) 113 77-110
rF L,EXTERIOR
14 \// 112 15 5 _
DE DE 16
17 123 FULL LENGTH G2 40 G4
#10 x 3/4" OF JAMB 2-TRACK JAMB 2-TRACK JAMB EXTERIOR �EXT
SMS,X 3 CLIP#80 OR#105 51 52 W/SCREEN
6" LONG W/RETAINER#123 3-TRACK JAMB 3
@ 80 (SHOWN WITH DE (SHOWN WITH D 2 (;
MIDSPAN FIXED PANEL TO 53 H1 OPERABLE PANEL) 2 F
so oR 61 THE EXTERIOR) T
EXTERIOR EXTERIOR
2
112 1
n Tr 3 4
45 5 5
113 113
52 51
69 EXTERIOR 69 EXTERIOR
EXTERIOR
a
SHOWN WITH L6E2-TRACK W/SCREEN e3-TRACK pE 4-TRACK
OPT. SCREEN KZ)FRAME HEAD a FRAME HEAD C FRAME HEA
TRACK
53 69 69
EXTERIOR EXTERIOR
52 51 72 OR 73 72 OR 73
-- - 46 lcf -- 113 9
11
48 /1 0
iY/1 113 113
_ ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) J
5 4 INTERIOR
28 28 7
30
27 63 27 63 11
26
60OR61 60OR61
29 Ell
29 14
65 65 5
-- --- -------- --- - -- ------ -
EXl ERIOR 111 62 EXTERIOR 111 62 90`
P-HOOK FOR FLAT SILLS DE P-HOOK FOR BOX SILLS EXTERIOR INTERIOR EXTERIOP
e(EXT.
OR INT. MOUNT) EXT. MOUNT ONLY a 90°
LOCK PART LOCK PARTS LOCK PART
103 75&107-110 103 75&107-110 61 75&107-110 _
113
60 60 61 B1 118 C
EXTERIOR 113 _J�_EXTERIOR 113
�J 113 103 119 EXTERIOR
67 68
6E�\STANDARD ASTRAGAL#67 D CORNER
L1 WITH STANDARD STILES#60 L WITH HEAVY-DUTY STILES#61 KO 2-TRACK SHOWN
i
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN
(BOX-OUT) MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED
TOWARDS INTERIOR(BOX-;IN) TOWARDS INTERIOR(BOX-IN)
4 INTERIOR
4 INTERIOR
5 5
135°
14 5 61 32 1350
61 103
I-1 cvrcoino _.
_Item_�P_GT _Item_— GT f',
# Dw # PGT#� Description # Dw # GT#� - Description
9•
1 17306 617306 2-TRACK HEAD 60 17325 617325 PANEL STILE
2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 61 17326 617326 PANEL STILE(HEAVY DUTY)
3 17309 617309 3-TRACK HEAD 62 17327 617327 INTERLOCK ADAPTOR
4 17312 617312 4-TRACK HEAD 63 1225 GTP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOi
5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD
6 17317 617317 FRAME HEAD/JAMB SCREEN ADD-ON 65 17328 617328 INTERLOCK SCREW COVER
7 17304 617304 2-TRACK SILL 67 17329 617329 ASTRAGAL
8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL
9 17307 617307 3-TRACK SILL 69 17324 617324 TOP&BOTTOM RAIL
10 17310617310 4TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION M(
11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71695 1-1/2"X 1"X3/4"HIGH FIN SEAL DUST PLUC
12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 72 8153 78153X TANDEM ST.STL.ROLLER ASSY.
13 17316 617316 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8163 78153N TANDEM NYLON ROLLER ASSY.
14 17305 617305 2-TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR GE-7700
15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LON
16 17308 617308 3-TRACK JAMB 76 71032XIFPFX #10-32 X 1"FL.SS SCREW W/TYPE"F"TIP
17 17311 617311 4-TRACK JAMB 77 7103239 10-32 STEEL ZINC U-NUT
18 17322 617322 SILL RISER-FLAT, FLUSH, 1-1/2" 78 17358 617358 3/16& 1/4"BEAD
19 17319 617319 SILL RISER-BOX, FLUSH, 1-1/2" 79 17357 617357 1"IG BEAD
20 17321 617321 SILL RISER-FLAT, LOW,2-1/2" 80 17359 617359 7/16"BEAD/FIXED PANEL CLIP
21 17318 617318 SILL RISER-BOX,LOW,2-1/2" 82 1224 6TP247K VINYL BULB WEATHERSTRIP
22 17355 617355 SILL RISER-FLAT, MEDIUM, 3-1/4" 83 61745 1745 LOWE INC, 1/2"X 1/16"SGL.SIDE ADH.TAP
23 17354 617354 SILL RISER-BOX, MEDIUM,3-1/4" 100 8052 48052 ROLLER ADJ. HOLE PLUG
24 17323 617323 SILL RISER-FLAT, HIGH,4" 101 72087 JAMB BUMPER
25 17320 617320 SILL RISER-BOX HIGH,4" 102 1696 71696 DUST PLUG
26 17333 617333 POCKET P-HOOK 103 8186 78186X 1"KEEPER
27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 653 7SDKEEP SCREEN LOCK KEEPER
28 17334 617334 POCKET P-HOOK MOUNT 105 17344 617344 FIXED PANEL CLIP-6"LONG
29 17335 617335 P-HOOK COVER 106 17352 617352 FIXED PANEL RETAINER-9/16"
30 17348 617348 POCKET P-HOOK FOR BOX RISER 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUN
31 17376 617376 135 CORNER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE, L
32 17378 1 617378 1135 FIXED MOUNT 109 1731 78162SN HANDLE KIT-RECESSED INT.WITH THUMB
ITEMS 40-53 ARE SCREEN PARTS: 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL,
40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 111 71OX34PPSDAX #10 X 314"PH.PN.TEK-S.S.
41 7LOCKWGSK SCREEN LOCKSET 112 1235 67S16 WSTP, .270 X.170-FIN SEAL
42 41818 SCREEN KEEPER SPACER SET 113 1712 64066 .187"X.230"FINSEAL
43 8152 68152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX #10 X 1-1/2"
44 4428 64428 SCREEN DOUBLE INTERLOCK 115 710XPPT #10 X 1"
45 4317 612256 SCREEN TOP RAIL 116 720XlX #14-20 X 1"S.S.
46 4318 612257 SCREEN BOTTOM RAIL 117 720X112X #14-20 X 1-1/2"S.S.
47 668 _ 7SRAZ _STANDARD ROLLER _ __ _ _ 118 _ .17336_ ._ 617336 90 DEGREE CORNER RECEIVER
48 668 7SRAX STANDARD ROLLER-ST. STL. 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL
49 4344 64344 ISCREENASTRAGAL 120 17338 6117338 190 DEGREE INSIDE CORNER ASTRAGAL
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 617352 FIXED PANEL RETAINER, 7/8"
5.069" 8.562"
4
1.211" 1.505"
0.081�
0.081" O2-TRACK HEAD 10 4-TRACK SILL -1
(6063-T6 AL) (6063-T6 AL)
6.198" - I 6.526"
---- -- -- --------
IL--]Lj
1.211" 1.505"
0.081" O2-TRACK HEAD W/SCREEN TRACK 9O3-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
r
7.105" 2-TRAC
6.221" 15 SCREE
0.080" (6063-T
1 "
1.505"
.211
--� 136"
u W-T-T-RD-i
0.081„ O3 3-TRACK HEAD O8 2-TRACK SILL W/SCREEN TRACK
(6063-T6 AL) (6063-T6 AL)
9.142"
4.49" 0.081" -�
0.0801,
L I
1.211" 1.505"
TF-7
0.081" 4O4-TRACK HEAD �7 2-TRACK SILL �-
(6063-T6 AL) (6063-T6 AL)
0.060"
4 0.062'
1.260"
0.532" 0.760" �-
0.718" -
1 I 3.802 ---�{ 0.752"
1 0.752" 1 I 1
t
0.062"
0.574" 71 0.796" Cj-
0.264" 0.080 0.075„ 0.062 0.233" -' O.062"
FRAME SILL 6 28 P-HOOK MOUNTING P-HOOK SCF
91
OSCREW COVER TRACK (26 HOOK ADAPTOR 2s COVER
(6063-T6 AL) (6063-T6 AL) 063-T6 AL) (6063-T6 AL) (6063-T6 AL)
4"
- / - --- 4„
2.30" 1.488"
0.080"
0.830" 0.062" 0.133"
M1.974""
1.600 1.E
080" 1.870"
.016"
�- 2.44" -r i=�A3.125" I�-- 3.125"
39 135° CORNER 32 1350 FIXED MOUNT 60 STANDARD STILE 61 HEAVY DUTY STILE
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
3.979" 3.979"
4.125" r
1.050"
0.075 1.646.1
1 L i L
1.645" 0.062�' 1.304" 289
611"
.045"
0.125"" � 0.281"
I+ 3.25"
s7 STANDARD ASTRAGAL ss HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL 79 GLAZING 80 7/11
O
BEAD (I.G.) BE/
O O O O
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PAI
(60
1.003"
--� 1.03"
4,1
0.757" 0.080"
0.050"
O105 FIXED__ _ - - -- -- 0.709"
PANEL CLIP 2.893
(6063-T6 AL) I L
1.498" 0.133" 1.498"
ngrlq I 0.080" �7