HomeMy WebLinkAboutNotice of Acceptance i
MIAMI•DADE NIIANII-DADE COUNTY
o PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,� Miami,Florida 33175-2474
IlVI BOARD AND CODE ADMSTRATION DIVISION �A T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) vrww•miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive, CODE COMPUANC
North Venice,Fl.34275 ST. L U E CO U TY
SCOPE: BOCCI
Mlf4construction
This NOA is being issued under the applicable rules and regulations go rnm te 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: Series "SGD-670"Aluminum Sliding Glass Doors w/900& 135'corners-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.
TER LUNATION 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 ithe
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.Chanda,P.E.
NOA No.19-1126.01
MIAMI DAQE COl1NTY 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 Na.PGT0128 Rev B.titled "Series 670 Alum SGD-Non-Impact",sheets 1 diru 22 of 22,
prepared by manufacturer,dated 02-02-14 and last revised on 06/08/16,signed and scaled by Lynn
Miller,P.E.
B. TEST'S
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 FIFL-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) 'Aster 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 drawings and installation diagranl of Aluminum Sliding Glass Doors,.
prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-5979, FTL-5980,FTL-
5994, FTL-6002; FT.L-6034 & 1FTL-6035, dated 08/1.0109, all signed & sealed by Julio Gonzales,
P.E. (All above test reports submitted under files# 14-0123.11, #11-1018.17/#09-0826.1.3)
2. Re-erencd 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 Rjissile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
j 6) Forced Entry Test,per FBC 2411.3.2.1 (b) and TAS 202-94
Along w/marked-up drawings and installation diagranl of Aluminum Sliding Glass Doors, prepared
by Fenestration Testing Laboratory, Inc., Test Reports NoFTL-7554,dated 11/01/13, signed &
sealed by Marlin.I?. Brinson, P.E (This f le has addendum letter dated 08/14/14 & marked-up
drawings dated 08/19/14 & revised interior astragal marked-up Dvvgs dated 11-11-13, all issued by
Fenestration resting
3. Additional REF supporting test # FTL 5254,FTL 5980, FTL 5987 and AT172138.01-401-181.
4. Additional, Reference Fixed window test report FTL-7897(cardinal spacer)per TAS 2201, 202
& 203-94,issued by Fenestration Testing lab (Test report submitted under file #15-0430.08).
C. CALCULATIONS (submitted under file 014-0123.11)
L Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last _revised on
01/30/15, sheets 1 thru 67, prepared by PGT,signed and sealed by Lynn Miller,P. E.
2. Glazing complies with ASTME-1300-02, -04 & -09.
D. QALITY ASSURANCE �
1: Miami Dade Department of Regulatory and Economic Resources (RER)
Ishaq 1.Chanda, PJI'-
Product Control Unit Supervisor
NOA No. 19-1126.01
Expiration Date: April 07, 2025
Approval Date: Janua►y 09,2020
E- 1
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 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. OTIII,R
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(61h Edition), prepared by PGT, signed and sealed by Lynn.
Miller,P.E.
2. Glazing complies with ASTMS-1300-02,-04 &-09.
ID. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory acid Economic Resources (RER).
'E, MATERIAL CERTIFICATIONS
1. None.
F. STATEMFv NTS
1. Statement letter of conformance to FBC 2014(5`h edition) & FBC 201,7(6i' Edition) and letter of
no -iiiancial interest,prepared by PGT, dated 04/18/17, signed and sealed by Lynn Miller, P.E:
iG. OTHER I
1. This NOA revises NOA #16-0629.03, expiring April 07, 2020. i
1
'3. New Evidence submitted
!.. DR.AWINCS
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 11/22/1.9, signed and sealed
by Lynn Miller,.P.E.
15haq 1.Chanda, P.E.
Product Control Unit Supervisor
NOA No. 1.9-1 126.01
Expiration Date: April07,2025
Approval Date: January 09,2020
E-2
PG'll' Industries,Inc.
1
i
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1 None.
V STATEMENTS (submitted under rile #14-0123.11)
1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5tli Edition) and "No financial
` interest", prepared by POT,signed & sealed by Lynn Miller, P.F.
2. Letter of lab compliance,part of the above test reports.
G. OTHER
l. This NOA revises # 15-1013.14,expiring April 07,2020.
2. Test proposal31, 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 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-lmpaet", 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. CALCULAT10NS
1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on
08/09/17, complying A ith FBC-217 (01 Edition),prepared by PGT, signed and sealed by Lynn
Miller,P.E-
2. Glazing complies %N,ithASTME-1300-02, -04 &-09.
D. QUALITY ASSURANCE
I. Miami Dade Department of Regulatory and Economic Resources (RER).
�E. MATERIAL CERTIFICATIONS
1. None.
l'. STATEMENTS
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 Lynn Miller,P.E:
G. OTHER i
1. This NOA revises NOA 1f 16-0629.03,expiring April 07,2020. {
3. New Evidence submitted
I
A. DRAWINGS
1. Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD Non-Impact", sheets 1 throu'gh 22
of 22,prepared by ianu fact urer, dated 02-02-14 and last revised on 11/22/19, signed and sealed
by Lynn Miller P.E,
4
Ishaq 1.Chanda,P.E—
Product Control Unit Supervisor
NOA No.19-1126.01
Expiration bate: April 07,2025
Approval bate: January 09,2020
I's-3
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
TTED
B. TEST'S
1. None.
C. CALCULATIONS (submitted under file#17-0420.09)
1. None
2. Glazing complies with ASTMI-•1300-02,-04 &-09.
D. QUALITY ASSURANCE
1:. Miami Dade Department of Regulatory and Economic Resources (R.ER).
E. MATERIAL CERTIFICATIONS
1. None.
1+. STATEMENTS
1. Statement letter of conformance to PBC 2017 (G"r Edition) and letter of no financial interest,
prepared by P.GT,dated 11/22/19, signed and sealed by Lynn Miller,P.E.
G. OTHER
1. This NTOA renews NGA # 17-0420,09, expiring April 07, 2025.
I
i
ishaq 1.Chanda,l!'.E.-
Product ControlUnit Super•visor
N®A No. 19-1126.01
Expiration Date: April 07,2025
Approval Date: January 09,2020
E-4
TABLE A:
= SERIES 670, NOWN PACT RESISTANT SLIDING GLASS-DOOR Anchor Fi
INCLUDING POCKETS & 900/1350 CORNERS Group Anchor Type Me
#12 18-8 SMS,
GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET& GLAZING DETAILS ON SHEETS 4&5. (Fy=60 ksi, F„=95 ksi)•#12410 ss sMs,
2) DESIGN PRESSURES:
A (Fy=90 ksi, F"=110 ksi)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 114"Elco Aggre-Gator® Jamb
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. Fy=57 ksi, F"=96 ksi Jamb
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 #12 Steel thre S(Gr:ads beyond
B (min, of 3 threond
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. C 1/4"Elco Fu=177 k
Fy=155 ksi,, „=177 ksi Jamb
4) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 1/4"Elco UltraCon®
Fy=155 ksi, F„=177 ksi Jamb
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH Jamb
NARROW JOINT SEALANT. D 1/4"410 SS Elco CreteFlex® Jamb
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR Fy=127.4 ksi, F„= 189.7 ksi Jamb
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). 3)FOR STEEL STUDS,MIN.FU=45 B MIN
4)FILLED BLOCK VALUES MAY ALSO BE 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 BUCKS DEPICTED AS 1X AR
Glass Description(Listed from Exterior to Interior) PROPERLY SECURED, 1X WOOD BUC
Type 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+ 3116"TEMPERED GLASS LOADS TO THE STRUCTURE. BUCK D
G2A__ 1"_i.G.. 1l4"TEMPERED GLASS+ 1/2"AIRSPACE+ 1/4" THE RESPONSIBILITY OF THE-ENGIN!TEMPERED GLASS RECORD &TO BE REVIEWED-BY-THE —
GENERAL NOTES............. 1 4) METAL SUBSTRATE TO MEET-MIN-.—
EXAMPLE CONFIGS..........2-3 REQUIREMENTS PER CURRENT FLOE
GLAZING DETAILS............4,5 BE REVIEWED BY THE AUTHORITY H,
CONE.
- - -EXAMPLE CONFIGURATIONS = - 1)ALL
POCK
MAX. UNIT WIDTH MAX. UNIT WIDTH LOCA
EXAM
NOM. PANEL WIDTH NOM. PANEL WIDTH Aw Ac pXXX:
PER TABLES 1-3 12 3 PER TABLES 1-3 12 13 CAN E
s� -
T 2 90
Gw I Gw I OF AP
12 I Q 1 19 1
Gc F -Jw Jc I a> Gc Jw Jc I >
- -MAX. UNIT - 93 I / 14 Kc i z a 1 - --MAX.-UNIT 14 13 / 19 1 14
/ Kw Kc j z Q Q-- 3) FOI
HEIGHT 14 14 I Q a HEIGHT / 19 / 14 14 I o�c a
PER TABLES 1-3 Iwww t�ww
~ PER TABLES 1-3 / / ice ~ 1101_I
oQw a o a Qw
la la11
POCKET vwi POCKET uol p 11
I I
1-PANEL (D— Dc 2-PANEL —���---J
CONFIGURATIONS 12 13 CONFIGURATIONS 12 1D3
®-- 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 AQ
I �
3 14 14
Gw Gc 19 19 Jw Jc I ¢ Gw G3 19 19 19
MAX. UNIT 1w 1 c 19 1s Kw Kc I p CL q w c 19 19 19
MAX. UNIT 12 13
12 13 14 14 I j a v) HEIGHT is
HEIGHT 19 19 I w a PER 12 13 19 19 19
PER TABLES 1-3 / / / 16 Q W TABLES 1-3 L
POCKET Ia ti
I
--ram f---�
3-PANEL CONFIGURATIONS w Dc Ec 4-PANEL CONFIGURATION
12 13 12 13
MAX. UNIT WIDTH - MAX. UNIT WIDTH
NOM. PANEL WIDTH Aw Ac w ec cw Cc NOM. PANEL WIDTH
PER TABLES 1-3 12 13 12 13 12 13 PER TABLES 1-3
I
Jw Jc I N
12 13 19 19 19 19 14 141—
MAX. UNIT 12 13 19 19 195 fl w 1s 14 94 i o a o MAX.
H HEIGHTUNIT / 1
HEIGHT 12 13 19 19 19 1s i�Q l PER /r
_-= EXAMPLE CON FI.OURATION�
- _ - CONI =
MAX.TESTED UNIT WIDTH = 1)AL.
355-7/16"@ 96" HEIGHT POCI
300-1/4"@ 120" HEIGHT LOC/
NOM. PANEL WIDTH Aw Ac w c Cw Cc EXAA
PER TABLES 1-3 12 13 1 13 12 13 pXXx
—���--- CAN
Gw Gc Jw Jc 1
12
13
19 19 19 19 19 1w Kc I a§ 2)90
_ MAX. UNIT- 12 13 19 19 19 19 19 14 14 j o a o OF A
HEIGHT, 2 13 19 19 19 19 19 I Q
96"OR 120" / / / I w w 3) FC
I��w
Lu
POCKET I a 11011=
It 11
6-PANEL CONFIGURATIONS
w Dc w E w Fc
12 3 12 13 12 13
F
MAX. UNIT WIDTH —
NOM. PANEL WIDTH Aw Ac w�c Cw cc L
PER TABLES 1-3 12 13 1z 13 12 13
Gw Go- Jw Jc I DLO
1 13 19 19 19 19 19 19 14 14 I
1 DLO
MAX. UNIT 12 13 19 19 19 19 19 19 14 14 I o a w PAN
A
le
HEIGHT 12 13 19 19 Zi
19 19 19 19 I w w w
PER TABLES 1-3 / / / / / / 1°�w
a
POCKET I cwi)
7-PANEL CONFIGURATIONS w Dc w E� 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 1 L L L L L t
Jw Jc I
12 13 - — - 9 19 19 19 19 19 14 14
MAX. UNIT 12 13 19 19 19 19 19 19 HEIGHT 12 13 19 19 19 19 9 19 j w w
GLAZING DETAILS (G1 & G1A)
3/16"T GLASS
74
IN
EXTERIOR 82
3/4"NOM.
GLASS
78 BITE
I
EXTERIOR
54
3/16" TEMPERED GLASS, TYPE G1
1/4"T GLASS
74
EXTERIOR 82
a
- 3/4" NOM. _
GLASS
78 BITE
� 4
54
GLAZING DETAILS (G2 & G2A)
SILICONE
1" NOM. STRUC7
STRUCTURAL SILI-
POLYISOBUTYLENE 1/4"NOM.
3/16"T GLASS WITH DESICCANT DESIC
5/8"AIR SPACE EXT.GLASS ® j EXT.GLA:
3/16"T GLASS
EXTERIOR 74
83 INT.GLASS
124-127 3/4" NOM. KODISPACE ,z5
GLASS 4SG TPS
BITE
I
79
55
ALUMINUM
'i" I.G. GLASS, TYPE G2 REINFORCEMENT pOLYlS
o BU7YLE
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 DURASEAL®
74 126 SPACER ,z7
EXTERIOR
- -- 124-127 3/4" NOM. Part# Description -
GLASS 124 Kommerling 4SG TIPS Spacer-System---
BITE125 Quanex Super Spacer nXT with Hot Mel
4 126 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 Door Unit Height Sill Riser Height
the Stile/Astragal types shown below. 80 84" 90" 96" (+)Design
69-7/8"DLO 73-7/8"DLO 79-7/8"DLO 85-7I8"DLO (Flat or Box, see
Positive(+)DP may be limited by Sheet 17) Pressure, p;
Table iA. Anchor Group Anchor Group Anchor Group Anchor Group
A B C I D A I B I C D A I B I C D A I B IC D Flush- 1-1/2" see note 3
Design Pressure +90.0!-127.1 +90.0/-120 +90.0/-110.6 +90.01-102.9 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 G4+1 C4+1 (34+1 C4+1 C4+1 C4+1 C4+1 Medium-3-1/4" + 60.0
DLO Jamb 10 8 8 8 10 8 1 8 8 10 a 1 8 8 10 8 8 1 8
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+$ 7+8 7+8 7+8 7+8 7+8 7+$ High-4" + 90.0
Design Pressure +90.0I-106.3 +90.0I-100.2 - +90.0/-92.2 _+85.3/-85.3 SEE NOTES 1-3
30" 23 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 +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+$ 7+8 7+8 7+8 NOTES:
Design Pressure +90.0 I-92.9 +57.3,'-67.3 +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 If
= DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 8 10 8 8 8
P-hook 6+7 s+7 6+7 6+7 7+8 7+8 7+g 7+a 7+8 7+$ 7t8 7+g 7+8 7+8 7+8 7+8 2)WHEN USING THE 2-1/2"
aD Design Pressure +63.71-83.7 +78.41-76.4 +71.61-71.6 +65.8/-65.8 3-1/4"SILL, POSITIVE WATE
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 WATER DP IS 90.0 PSF MA:
°- DLO Jamb 10 8 8 8 10 8 8 8 10 1 8 8 8 10 1 8 1 8 8
c P-hook 6+7 6+7 6+7 6+7 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 1 7+8 7+8 3 4", 3-1/4"AND 2-1/2"SILL
z Design Pressure +77.1/-771 +72.0/-72 +65.5/-65.5 +60.0I-60 )
4 i" 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 G4+2 C4+2 C4+2 C4+2 THE 1-1/2"SILL IS NOT ANC
48 DLO Jamb io 8 8 a 10 8 1 8 8 10 1 a 1 8 8 10 8 8 8 REQUIRED. MAX. POSITIVE
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 1 7+8 7+8 7+8 1 7+8 7+8 7+$ 7+8 7+8 7+8 7+8 1 THE DOOR IS PROTECTED
Design Pressure +72.57-72.5 +67.41-67.4 +61.01-61 +54.71-54.7 BUILDING CODE (SEE ADJ/
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 C4+2 C4+2 C4+2 INFILTRATION.
DLO Jamb 10 8 8 8 10 8 -1-8-1 8 10 8 8 8 10 8 1 8 8
P-hook 6+7 1 6+7 6+7 6+7 7+8 7+8 1 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 SEE SHEETS 10-14 FOR
Design Pressure +69.11-69.1 +64.01-64 +57.61-57.6 +50.6/-50.6 4)
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 1 8 1 8 81 10 8 1 8 8 10 8 1 8 8 10 8 8 1 8
P-hook 6+7 1 6+7 1 6+7 1 6+7 1 7+8 1 7+8 1 7+8 7+6 7+8 7+$ 1 7+8 7+8 1 7+8 1 7+8 1 7+8 1 7+8 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
DLO HEIGHT= DOOR UNIT HEIGHT- 10.125" QUANTITY, DIVIDE BY 2 FC
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 V
r
TABLE 2:
- -- - - - -- -- - - -- -- --- - -
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
Door Unit Height
Table applies to all C--lass types and 80' 84" 50' 96" 102" 108"
the Stil=_i Positive
( types s y be 69-7/E"DLO 73-/8'DLO 79-7/5'DLO 85-718"DLO 91-7/8"DLO 97-7/8"DLO 10
below,Positive(+)DP may be
limited by Table 2A. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group An
A 1 B 1 C I D A BI C I D I A B C 0 A I B 1 C 1 D I A I B I C I D A I B I C I D A
Design Pressure +90.0/-140.0 +90.01-133.0 +90.01-122.0 +90.01-114.0 +90.0/-106.0 +90.01-99.0 +9
24" 17' Head/Sill C4+1 C4+i C4+1 G4+i C4+1 C4+1 C4+1 CA C4+1 C4+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 G
DLO ,Jamb 10 8 8 S 10 8 8 8 10 8 8 8 10 1 8 1 8 1 8 10 1 10 10 1 10 10 1 10 10 1 10 10
P-hook 7+8 1 7+8 1 7+8 7+8 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 8+9 1 8+9 8+9 1 8+9 8+9 1 8+9 1 8+9 8+9 9+10 9+
Design Pressure +90.01-141.8 +90.0!-133.6 +90.0/-122.9 +90.01-113.8 +90.01-105.9 +90.D 1-99.1 +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 C5+1 C5+1 a
DLO Jamb 12 i0. 8 8 12 10 8 8 12 -10 8 8 12 10 8 8 12 -10- 10 i0 12 10 10 10 12
P-hook 8+9 8+9 8+9 8+9 8+g 8+9 8+9 8+2 8+9 8+9 8+9 8+9 8+9 8+0 8+9 8+9 8+9 8+9 8+9 6+9 8+9 S+g 8+9 8+9 9+10 9
Design Pressure +90.01-123.9 +90.0/-116.4 +90,01-106.7 +90.0/-98,5 +90.01-91.4 +85.31-85.3 +8
36" 29" Head/Sill C5+2 I 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+1 C5+1 C5+1 I C5+1 C5+1M89
C5+1 C5+1 C5+1 C5+1 C5+1 Ct
L DLO Jamb 12 10 8 8 12 10 8 8 12 10 8 8 12 10 8 8 12 10 1012 10 10 10 12
P-hook 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 8+9 8+9 8+98+9 8+9 8+9 8+9 9+10 9,
Design Pressure +90.0!-111.6 +90.01-104.5 +90.0/-95.4 +87.81-87.8 +81.3/-61.3 +75.7/-75.7 +7
c ,� 35" 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+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 Ci
CL 4`" DLO Jamb 12 1 10 1 8 8 12 1 10 6 8 12 10 8 8 12 10 S S 12 10 10 10 12 10 10 10 12
15 P-hook 8+g 8+9 g+9 8+g 8+9 8+9 8+9 8+g g+g 8+g 8+4 1 8+9 8+9 1 8+9 8+9 1,8+9" 8+9 1 8+9 8+9 1 8+9 8+9 1 8+9 1 8+9 8+9 9+10 9•
o DesionPrzssure +90.Of-r02.9 t90.0/-960 +87.3%�7.3 +B0.0/ 80.0 +73.8/-73.8 +68.61-68.6 +6
z 61° Headi5411 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 CS+2 C5+2 C5+2 C5+2 C5+2 G5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 CS+2 CS+2 CS+2 CS+2 CS+2 G
48" DLO Jamb 12 10 8 8 ll 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 8+9 8+g 8+9 8+9 8+g 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+g 8+9 8+9 8+9 Oil 9
Design Pressure +63.01-83.0 +'•7,2!-77.2 +69.81-69.8 +63.81-63.8
47" Head/Sill C4+3 C4+3 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2L7+E
Cs+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 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 1 7+8 1 7+8 1 7+8 Not available in these
Design Pressure +79.21-79.2 +73.31-73.3 +66.01-66.0 +60.01.60.0
60" 53" Head/Sill C4+3 C4+3 C4+3P7+18
04+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 8 810 8 8 8 10 8 8 8 10 8 8 W.
P-hook 7+8 7+8 7+87+8 7+8 7+8 7+8 7+8 7+8 7+S 7+8 7+8 7+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 @ 906 Astragal Lockstile @ 135"As1
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
Corner Outside
Inside Corner Corner `-
Part#61(Stile) Part#61(Stile) part#119(Out.) Part#61
Part#61(x2) Part#61 Part#61 Part#67(Astragal) Part#61 Part#118(Corner Part#120(In.) Parts#31
--- ---- -- -- --- - - --- -- — Receiver --...(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-Sheets-2&3) - Sill Height to Max.
For corner astragal anchorage on 90`or 135°comer units,see sheet 11 (Water Infiltration Ra'
Table applies to all Glass types and 80" 84" 90" 96"Door Unit Height SIII Riser Height
(+) C
the Stile/Astragal types shown (Flat or Box, see
below. Positi�,e(+)DP may be 69-7/8"DLO 73-7/8"DLO 79-7/8" DLO 85-7/8"DLO Sheet 17) Press
limited by Table 3A. Anchor Type Anchor Type Anchor Type Anchor Type Flush- 1-1/2" see
A B C D A B C D A B C D A B C D
Design Pressure +90.0/-140.0 +90.0/-13a o +90.0 -122.0 +90.0 -114.0 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 8 8 10 8 8 8 10 8 8 1 8 1 High-4" + !
P-hook 7+8 7+8 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 7+8 1 7+8 SEE NOTES 1-3
-- Design Pressure +90.0/-159.5 - +90.0/-150.3 +90.0/-138.2 +90.0/-126
30" 23 Head/Sill C6+2 1 C6+2 C5+2 I C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 I C5+1 I 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 NOTES:
Design Pressure +90.0/-139.4 +90.0/-130.9 +90.0/-120 +90.0/-110.8
29' 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 1) POSITIVE PRESSUR
36" DLO Jamb 14 12 8 8 14 1 12 8 8 14 12 8 8 ASE9+10
8 8
P-hook 9+10 9+1Q 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+1.0 9+10 9+10 2)WHEN USING THE 2,
Design Pressure +90.01-125.5 +90.0/-117.6 +90.01-107.3 +90.01-98.7 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
CU a 42 DLO Jamb 14 12 8 8 14 12 8 8 14 12 1 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
o Design Pressure +90.0/-115.7 +90.0/-108 +90.0/-98.2 +90.0/-90 3)4", 3-1/4"AND 2-1/2"
z 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+21 WHEREAS THE 1-1/2"
DLO Jamb 14 12 8 8 14 12 8 8 1 14 1 12 1 8 1 8 14 12 8 1 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 USEC
Design Pressure +831-83 +77.2/-77.2 +69.81-69.8 +62.61-62.6 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 CONC
P-hook 7+8 1 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 7+8 7+8 7+8
Design Pressure +79.2/-79.2 +73.31-73.3 +661-66 +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 1 10 8 8 8 10 8 8 8 10 8 8 8
P-hook 7+8 7+8 7+8 7+8 1 7+8 7+8 1 7+8 7+8 7+8 1 7+8 7+8 1 7+8 7+8 7+8 1 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-
Fleavy-duty Astragal Outside Corner Outside
Corner <'"�
NO FRAME "8+9° P-HOOK ANCHORAGE CONSISTS OF:
SEE JAMB (8) P-HOOK ANCHORS, SEE"C5"CLUSTER MAX. UNIT WIDTH
SPLICE I I I REQUIRED @ (PERPENDICULAR TO GLASS
PLANE)SEE TABLE 2, SHEET 7 DETAILS, SHEET 10 FOR
NOTE, I � " EXTERIOR REQUIRES"C6'
I f. POCKETS INTERLOCK CLUSTER, SEE
THIS AND 42" NOM. �— DETAILS, SHEET
SHEET I SEE POCKET (9) P-HOOK --__-_-1 x I \;X: PANEL WIDTH
JAMB MOUNTING -x x x x x x
E•^ INSTALLATION, ADAPTER 6 M �oj—a x x x �x xx xx X x
THIS SHEET ANCHORS MIDWAY `�
o I O I 3"MAX.
- & SHEET 14 BETWEEN P-HOOK
ANCHORS..&AT 3°_ '-------- i°i-
1 7ilx= FRAME
FROM TOP& - 14„ I i ANCHORS
I BOTTOM o
MAX.O.C.
14"MAX.O.C.
4.051" --'8" MAX. TO OPENING �'o I I �o+-- 0 o= P-HOOK
A EDGE OF POCKET SEE z a '�' I I 0 ANCHORS
Q INSTALLATION o w
' I DETAILS 'Jc'&'Kc', ; >-Q '�' I m o=P-HOOK
` END PANEL SHEET 14&PART ; �a I i o � MOUNTING
tu
24,� MAX. ANCHORAGE DETAILS 'J'&'K', � ,o, 3"MAX. ADAPTER
(2 ANCHORS) SHEET 19 FOR ° I I ANCHORS
O.C. P-HOOK L------ MAX_ x
ANCHORAGE ANCHORS END PANEL 4 x �x x xx xx x X xx xx
ANCHORAGE I I x ' x xx xxx X '
(SEE SKETCH BELOW) +2" '+2' +2"
L° CENTERLINE 8"MAX.,TYP. ANCHORAGE ANCHORAGE ANCF
OF PANEL 9
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
DL I 1)APPROVED ANCHORS: SEE TABLE A, SHEET 1 DISTANCE TO NEXT
4 I 2)ANCHOR LOCATION SPACING FOR ANCHOR CLUSTER TO BE
42" 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 - SEE "C5"CLUSTER SPECIFIED CLUSTER FROM APPROPRIATE TABLES, °
WIDTH I SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT I_ CENTERLINE OF END P
DETAILS, SHEET 10 AND CORNER ASTRAGAL LOCATION, PLUS
FOR INTERLOCK 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"LANCHORAGE CLUSTER IS OVER 24".OTHERWISE ANCHORS ARE I ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" REQUIRED AT THE MIDSPAN AS PER THE FIGURE AE
3.5"
O.C. MAXIMUM.
-
LCENTERLINE JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21"MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX.ANC
-- i OF PANEL 2 O.C-. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6--8.- SEI
_._ --
_ _ _ ___P-HO.OK ANCHOR DETAILS ON SHEET 14.
- -- - -- . -- - . ------.--- — REQUIRES "+2"ANCHORAGE
SEE"C5"CLUSTER END PAP
__f'C6"CLUSTER SEE CENTERLINE CENTERLINE
DETAILS, SHEET I DE I ��TERLOCK FOR ASTRAGAL ��STRAGAL (2 ANCOHO
ASTRAGAL OR-~ SPLICE LOCATION ASTRAGAL OR f (FOR SPLICE --- ASTRAGAL OR SPLICE LOCH r IO
INTERLOCK- 4-IF NEEDED INTERLOCK- , CONDITION, USE INTERLOCK--]-IF NEEDED
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE
-® ®- 3.5" Tl 7"
1.75" 3.5"
4"DIAL. WIAG.
2.04" 2.04". _ DIAG. 7EXTERIOR - "-
7 EXTERIOR 7"_ -EXT�IE�RIIORV 2-TRACK FRAME HEAD/SILL 11
v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL
@ ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK Al 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 (FOR SPLICE ASTRAGAL OR SPLICE LOCATIC
INTERLOCK-1-IF NEEDED INTERLOCK- 1 CONDITION, USE INTERLOCK- -J�IF NEEDED
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE 3 5"
3.5"
2.04° _ 4" DIAG.
4.08" 4.08° I
2.(
--- - _ - I
EXTERIOR 7„ EXTERIOR 7� 4" DIAG. EXTERIOR-� 3.5"
3-TRACK FRAME HEAD/SILL 107 3-TRACK FRAME HEAD/SILL {j 3.M *-
3-TRACK FRAME HEAD/SILL
@ ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK (a-)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 II SPLICE LOCATION ASTRAGAL OR I ASTRAGAL OR (FOR SPLICE
INTERLOCK-� IF NEEDED INTERLOCK (FOR SPLICE INTERLOCK-�I CONDITION, DO NC ,
CENTERLINE I CENTERLINE I CONDITION, USE CENTERLINE USE THIS DETAIL)
1 75" "C6" CLUSTER DETAIL) --� 3.5"
3.5" 3.5"
_. l l
4" DIAG. 2.04" 4" DIAG: - 2:04"----
2.04" - 5.37" DIAG. 4 - _
2.04" - m- 2.04" -®-
_ - _ -
- - - - -- ---=--- INTERIOR - - - I T€
INTERIOR - INTERIOR
°
� U: 4" DIAG. 6.12" I 4" DIAG. 8.94"
6.12 3.5
INTERIOR !� ° ° I 3. 90 INTERIOR ° ° 3. '7 INTERIO INTERK
90 , I f
_ � EXTERIOR
EXTERIOR EXTERIOR 4"O DIAG.
O
3.5" 4" 3,5 4v' --� 3.5" �
EXTERIOR- _- --- 1�
2.04 --- - - -2.04" EXTERIOR-�. -- - - - - -- - -2.04"
EXTERIOR
90° 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 INTERIOR
EXTERIOR 4.08" "+1"ANCHOR
4" I `�° � � --sY-
INTERIOR 3.5" INTERIOR 7.41"
EXTERIOR
3.5"
4.08" 4.08" 7"
5.37"DIAG. 5.37" DIAG.
3.5" 4" 3.5"
EXTERIOR 7 EXTERIOR 7" -� 411 INTERIOR ON "+2"ANCHOR
/> 1-01, ALL
C 900 ORNER 135° CORNER EXTERIOR VIEWS ----- - --
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL ID
("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS)
INTERIOR -� 6.12" INTERIOR 2.04"
2.04" 6.12" 3.5"
4" EXTERIOR 5 88"
- - INTERIOR
INTERIOR 90° °
3.5" 135 "+3"ANCHOR
° ..r DIAG. °
I _
0
6.12" 6.12" 3.5 4.08" O
7" EXTERIOR
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 1
EXTERIOR 2-1/16"*1/4' 2-1/16"* 1/4"
MAX.
SHIM EXTERIOR � _ SHIM EXTAERjIOR
EMBEDMENT: " 4
SEE TABLE A,
SHEET 1
- - - - -__-- -2X WOOD - - -WOOD ANCHOR TYP:, 2X WOOD - - WOOD-ANCHOR-TYP , - -METAL-TYP.,-SEE
TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TABLE A &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
4w WOOD INSTALLATION W WOOD INSTALLATION Cw ME
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS f
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, SHEEVT 1 NOTE4 3, SHEET 1 SEE &TAB
SEE ANCHOR ANCHOR ANCHOR
NOTE 5, SHEET NOTE 5 NOTE 5,
1 (1/4" MAX.) SHEET 1� - SHEET 1n_
(1/4"MAX.) (1/4"MAX.)
EXTERIOR -� - EXTERIOR EXTERIOR
2-1/16"* 2-1/16"* �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 6a 3-TRACK FRAME SILL 6E 4-T
Dw WOOD INSTALLATION Ew WOOD INSTALLATION Fw ME-'
EMBEDMENT: SE
TABLE A, SHEET
EMBEDMENT: SEE
TABLE A, SHEET 1 �I r
EMBEDMENT: SEE METAL TYP., SEE `
TABLE A, SHEET 1 --�i EDGE DISTANCE: TABLE A&ANCHOR -
EDGE DISTANCE: SEE TABLE A, NOTE 4, SHEET 1
-- - 2X WOOD -2X WOOD - ( -_
�� SEE TABLE A, SHEET 1
TYP., SEE ANCHOR 1c� TYP., SEE ANCHOR
NOTE 3, SHEET 1 " _ ---SHEET-1---
NOTE j
.1,�' NOTE 3, SHEET 1
U I� SMS ANCHOR TYP.,
12=1/16"* SEE ANCHOR NOTES -{
V•
2-1/16"* &TABLE A SHEET 1
WOOD ANCHOR TYP., �, d �n�I,
INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: S{
-- - -_ -- - ------ - -- EDGE DISTANCE: - -= - _- -- -------_ - EDGE - -
CONCRETE EDGE DISTANCE: SEE SEE TABLE A SHEET 1 SEE'
PER TABLE TABLE A, SHEET 1 CONCRETE CONCRETE
2-1/16"* PER TABLE 2-1/16"* PER TABLE
A, SHEET 1 A, SHEET 1 A, SHEET 1
EXTERIOR
EMBEDMENT: L 1/4 EXTERIOR 1/4" EXTERIOR
SEE TABLE A, MAX. 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 NOTES& 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,
DE 2-TRACK FRAME HEAD pE 3-TRACK FRAME HEAD pE 4-1
Ac CONCRETE INSTALLATION Bc CONCRETE INSTALLATION Cc CC
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE
SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANC
TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TAB
SEE ANCHOR SEE ANCHOR SEE ANCHOR LSLII IL
NOTE 5, SHEET NOTE 5, NOTE 5,
1 (1/4" MAX.)]— SHEET 1� SHEET 1�
(1/4"MAX.) ® f (1/4" MAX.)
EXTERIOR EXTERIOR EXTERIOR '
a 2-1/16"
* �2-1/16"
EDGE DISTANCE: CONCRETE 2-1/16" 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
6 2-TRACK FRAME SILL 6E7�\ 3-TRACK FRAME SILL /6_Ej�4-T
CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CO
EMBEDMENT: SEE _
TABLE A, SHEET 1
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE: PROPERLY SECURED
- EMBEDMENT:SEE CONC./CMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP.,_
TABLE A, SHEET 1 —�I TYP., SEE ANCHOR �� - SHEET 1 SEE ANCHOR NOTE 3,
EDGE DISTANCE: NOTES &TABLE A, e-
PROPERLY SECURED SEE TABLE A, SHEET 1 I ° 2-1/16"* SHEET 1 -
1X WOOD BUCK TYP„._ -- -- - ---- -
SEE ANCHOR NOTE 3, p CONC./CMU ANCHOR
SHEET 1 :°I 4 I �'"' TYP., SEE ANCHOR_
CONC./CMU ANCHOR I 12-1/16 PROPERLY SECURED I NOTES &TABLE A,
TVI"1 err n nine �r �I 1 a 1X WOOD BUCK TYP., i I . ` I OLICCT 4
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
n Q SEE ANCHOR NOTES
EMBEDMENT: — &TABLE A, SHEET 1 26
SEE TABLE A,. . _ - (ALSO SEE_TYP. _-
SHEET 1EE� 28 j ILLUSTRATION, SHEET 9)
s EDGE DISTANCE: SEE °
TABLE A, SHEET 1 EMBEDMENT: "
26 SEE TABLE A, '• ,. " ' °'
EXTERIOR SHEET
PHOOK WOOD ANCHOR TYP., P-HOOK °
SEE ANCHOR NOTES !151 '
&TABLE A, SHEET 1 CONCRETE OR EMBEDMENT: SEE
(ALSO SEE TYP. CMU PER TABLE TABLE A, SHEET 1
ILLUSTRATION, SHEET 9) 2.693' MIN. A, SHEET 1
EDGE DISTANCE
DE P-HOOK FOR USE WITH FLAT SILL RISERS pE P-HOOK FOR USE WITH FLA•
�w 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 EMBEDMENT: SEE
ADAPTER SMS CMU PER TABLE
NOTE 4, SHEET 1; EMBEDMENT: SEE —� CONCRETE OR
TABLE A, SHEET 1 TABLE A, SHEET 1
MIN. OF 3 THREADS ANCHOR TYP., SEE
BEYOND THE METAL ANCHOR NOTES A,SHEET 1
SUBSTRATE 28 &TABLE A, SHEET 1 EMBEDMENT: ° • . ' ,
(ALSO SEE TYP. SEE TABLE A,
ILLUSTRATION, SHEET 1
EMBEDMENT: SHEET 9)
u —
SEE TABLE A, EDGE DISTANCE: SEE
SHEET 1 TABLE A, SHEET 1 0
4 30 30 I
---_=--P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU
SEE ANCHOR NOTES_ ____ �_ _ n ANCHOR TYP:, SEE-- =—
&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.
II I I IOTA I%T1r1A1 oul_=r M
CONFIG. EXAMPLES
MAX. UNIT
WIDTH
MAX. NOM. PANEL WI[
HEADER DETAIL'A',
DLO TYP. PER TABLES SHEET 18; INSTALLATION WIDTH
DETAILS'Aw'&'Ac',�
SHEETS 12& 13 ^1
PANEL PANEL
- - - - PANEL -TYPE TYPE PANEL-
TYPE 'QS' 'AS' - TYPE
'A' 'K'
NOM. MAX. UNIT
MAX. PANEL MAX. HEIGHT
PANEL % WIDTH TYP. I DLO PER
HEIGHT SEE PER HEIGHT TABLES
NOTE 2 TABLES 1-3 1-3
X a aIL
a
90°
SILL DETAIL'D', SHEET 18;-T'
INSTALLATION DETAILS EXAMPLE: 900 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
C®�IF�C�, EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15
-- -- - 'M', SHEET 19 -- - _ ------
OPERABLE JAMB DETAIL'63', SHEET 18;
R'Y—INSTALLATION DETAILS'Gw'& 'Gc', SHEETS 12& 13
IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A', SHEET HEADER DETAIL'A', SHEET'18;
SHEET 18; INSTALLATION DETAILS 'L1'& 18; INSTALLATION DETAILS INSTALLATION DETAILS'Aw'&'Ac',
DETAILS'Gw'&'Gc', L2, SHEET 19 'Aw'&'Ad, SHEETS 12& 13 SHEETS 12& 13
SHEETS 12& 13 90*
PANEL PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE TYPE PANEL. PANEL
'Rl 'L' 'D' 'A' ,A, TYPE TYPE
MAX. 'CS' 'QS'
NOM. UNIT
PANEL HEIGHT SILL DETAIL NOM. /
MAX WIDTH TYP. PER 'D' SHEET / I PANEL
DLO PER SEE TABLES 18; MAX. � WIDTH TYP. /
HEIGHT TABLES 1-3 NOTE 2, 1-3 INSTALL DLO PER
SHEET 15 DETAILS HEIGHT TABLES 1-3
'Dw' & 'Dc',
0 X X X SHEETS 12 a
& 13 , X X X
I ��
SEE FRAME & MAX. UNIT WIDTH �I
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 DET,
L2, SHEET 19
-1 "1 INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEE"
� u HEADER DETAIL ("1
JAMB DETAIL'H2', SHEET P-HOOK DETAIL'J'&'K', SHEET 'B', SHEET 18; ,�
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw' INSTALLATION JAMB DETAIL�2�', HEET 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 I PANEL PANEL PANEL
TYPE TYPE TYPE TYPE TYPE TYPE TYPE -
'R' 'L' 'M' 'F'
'M' 'F' 'F'
MAX. UNIT NOM• w o i NOM.
HEIGHT— ---- -- - — ---PANEL PER WIDTH TYP. w W / / I WI PANELDTH TYP.
TABLES MAX. SEE PER Q i IPOTE
EE MAX. PER
1-3 u DLO T NOTE 21 TABLES 1-3 a s 2, DLO'_ TABLES 1-3
- - - - - =- -PANEL'S RIGHT STILE TY I
PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXTCORI
INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN BOX OUT BOX IN 90 LOCKSTILE 90 LOCKS
TYPES OUT IN W/HANDLE W/HAANNDLLE W/HANDLE W/HANC
SINGLE
INTERLOCK F PP j(, �� ��
OUT (Box our)
SINGLE
INTERLOCK
IN (BOX OUT (BOX IN)
FIXED s
R /
STILE
(BOX CUT) (eox IN)
LOCKSTILE ® /p B
W/HANDLE e�/�f g�6'
(BOX OUT) (BOX IN)
ASTRAGAL /
BOX OUT =17zr L R
W/HANDLE (BOX OUT)
ASTRAGAL
BOX IN 11 d LEFT �( INTERIOR RIGF
w W/HANDLE (BOX IN)
_ PANEL PANE
ASTRAGAL STILE EXTERIOR STIL
U) BOX OUT
(BOX OUT) (Box our)
U- ASTRAGAL PANEL"E"SHOWN. SEE TABLE FOR OTHER PANEL TYPE:
W BOX IN _ T t) APPLICABLE STILE/ASTRAGAL REQUIREMENTS.
(BOX IN) (BOX IN) '
INT CORNER Il T C�
90 LOCKSTILE
W/HANDLE#120
)*
EXT CORNER �� �� SILL RISERS OPTIONS -I I-
90 LOCKSTILE
W/HANDLE#119 .232"
EXT CORNER#61 .232" I EXTERIOR
�� EXTERIOR I r EXTERIOR
90 RECEIVER /�
W/HANDLE #118 \Jj 2.555"062' 3
INT CORNER #61 1.567"
90 RECEIVER ®F .062"
W/HANDLE #118 T -
EXT CORNER #118 / 18, SILL RISER, FLAT" 20 SILL RISER, FLAT 22 SILL RISEF
90-RECEIVER#6 / CF (BFLUSH, 1-If 2" (BLOW, 2=1/2" (B-MEDIUM,- ----
#31 _ —
135 RECEIVER•yVT VS VF
W/HANDLE #61 750"
INT CORNER #31 EXTERIOR EXTERIOR.
� EXTERIOR
3.5RFCFIVFR IAIT IAIQ IM / �-�'I •906"
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
LOCK PART
106 FULL LENGTH 14 75&107-110
14 2-- OF JAMB 5 E 60 OR 61
60 OR 61 DE G3
G1 60 OR 61 2-TRACK JAMB
2-TRACK JAMB (SHOWN
6"LONG CLIP#105 WITH
105 @ W/RETAINER#106 [ OPERABLE
113 MIDSPAN -(SHOWN WITH LJ PANEL)_
FIXED PANEL TO LOCK PART
5 THE INTERIOR) EXTERIOR 103 113 75&107-110 103
,FZ EXTERIOR
15 5
1112
E. DE DE 16
�i 123 FULL LENGTH G2
#10 SMS,X 3 X 3/4" 40
G4
OF JAMB 2-TRACK JAMB 2-TRACK JAMB EXTERIOR EXT
�/—
CLIP#80 OR#105 51 52 W/SCREEN lu
6" LONG r W/RETAINER#123 3-TRACK JAMB 3
@° a0 C$� L _i (SHOWN WITH DE (SHOWN WITH %DE �'MIDSPAN FIXED PANEL TO H1OPE ABLE PANEL F
� � 60 OR 61 53 R )
THE EXTERIOR) I
EXTERIOR EXTERIOR
2
112
4
G3
45
5 113 5 113
52 7
51
69 EXTERIOR 69 EXTERIOR
EXTERIOR 53SHOWN
aLA
WITH 6E_1�2-TRACK
OPT. SCREEN A FRAME HEAD D
DCREEN g FRAME HEAD DC FRAME HEA
TRACK
53 69 69
- - EXTERIOR
52 51 EXTERIOR
72 OR 73 a 72 OR 73
46
113 9
�..__ 48 �1 O n n n n r✓�\ 11( 1*1 n n Lin I n o n n
ASSEMBLY DETAILS _
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 30 INTERIOR
a
28 28 7
fll
27 63 26 27 63
600R61 60OR61
29
29 14 Ul
-- - 65. 65- - 517
-
EXTERIOR 111 62 EXTERIOR 111 62 90`
P-HOOK FOR FLAT SILLS pE P-HOOK FOR BOX SILLS EXTERIOR 101INTERIOR EXTERIOF
e
(EXT. OR INT. MOUNT) e EXT. MOUNT ONLY cj 90° C]
103 LOCK PART 103 LOCK PARTS LOCK PART
75&107�110 75 8,107-110 61 75&107-110 _
113
60 61 60 61 118 C
EXTERIOR 113 EXTERIOR 113
EXTERIOR
67 68 113 103 119 �
STANDARD ASTRAGAL#67 p
WITH STANDARD STILES#60 L2 WITH HEAVY-DUTY STILES CORNER
ES#61 N1 2-TRACK SHOWN
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
-IJ INTERIOR
5
1350 5
11
1350
14 5 61 32
61IV ;i 103 ,
Fl � ^n
Item --PGT - - --- - - - Item PGT-
# Dwg•# PGT# Description # Dwg.# PGT# Description
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 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOi
5 17314 617314 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD
6 17317 617317 FRAME HEADMAMB 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 17310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION M(
11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71695 1-1/2"X 1"X 3/4"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 8153 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, I
32 17378 617378 135 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 3/4"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 75RAX STANDARD ROLLER-ST. STL. 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL
49 4344 64344 SCREEN ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL
50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 617352 FIXED PANEL RETAINER, 7/8"
5.069" 8.562"
- -- - - --- - - -- r
- -
--- --- - =-- - - - _ - -= -
1.211" 1.505"
Ull ------h 0.081�-+a
FT
0.081" O2-TRACK HEAD 10 4-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
6.526"
0.080"
1.211" 1.505"
0.081" O2-TRACK HEAD W/SCREEN TRACK O9 3-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
7.105" 2-TRAC
6.221° 'I 15 SCREE
0.080" (6063-T
tsv
1.211
�, 1.36„
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"
0.080"
1.2111 LIL U1.505"
0.081" O4-TRACK HEAD O7 2-TRACK SILL
(6063-T6 AL) (6063-T6 AL) �- -
- ----- ---- - - 0.060"
4 0.-C
1.260"
0.532" 0.760" r
0.718" 0.83"
- - -- - - --- ----
- - - - - - -2304"
- -- - - - - - .
- --- -
Y 0.75211 3.802" 0.752" -�-I
0574" �� �r-
0.062" 0.796
0.080" . 0.062"
0.264" 0.233
0.062"
FRAME 0.075" 4 "
SCREW COVER (6
�� MOUNTING K SCF
TRACK 26 HOOK 28 ADAPTOR I 29 COVER
(6063-T6 AL) (6063-T6 AL) 063-T6 AL) (6063-T6 AL) (6063-T6 AL)
.155" --� 411 -
2.30" 1,488"
0,080" -�- � I
x
0.830" 0.062" 1.600 E
1.@
080" 1.870"
11 1.92 44" -- I� 3.125" Imo- 3.125"
31 135° CORNER 32 1350 FIXED MOUNT 60 STANDARD STILE s1 HEAVY DUTY STILE
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
3.979" 3.979"
Imo-- 4.125"
_ 1.050"
0.075"
0.075° Q
1.645"
1.645 0.062 1.304" Ll
2891' „
4 .045" •611
r- A �
0.125"" 0.281"
3.25" � .0z
s7 STANDARD ASTRAGAL 68 HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL 79 GLAZING 80 7/11
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) BEAD (I.G.) BED
(6063-T6 AL) PAI
(601
1.003"
-�-� 1.03
4"
0.757" 0.080�
0.050" �1 --- ---
- -- -- FIXED-
105 PANEL CLIP 0.709" 2.893" LO
- - -- -- - - -
(6063-T6 AL) I I O 1.498" 0.133' 1.498"
ririll" -e,_I ice_ A --�1!1 S2F'1 I� I 8Q" re sa _e si