HomeMy WebLinkAboutNotice of Acceptance i
M.IAMbDADE MUM-DADE COUNTY
File CnT,,-1, PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 1t L .f Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION W2/ (786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE OAS � _ www.miamidade.gov/economy
PGT Industries,Inc. CODE (0()MPLIA
1'070 Technology Drive, ST. L�BOCCCIE LINTY
North Venice,Fl.34275 cl f3dl
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. 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/90'& 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
I
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.
TERD'IINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,-
for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it'shall be done
in its entirety. I
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 1.Chanda,P.E.
NOA No.19-1126.01
MIAM!DARE COUNTY Expiration Date: April 07,2025
Approval Date: January 09,2020
Page 1
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PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted] under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and.sections (submitted under files See below)
j 2. Drawing No.PGTO128 Rev B,titled "Series 670 Alum SGD-Non-Impact",sheets 1 tltru 22 of 22,
prepared by tnanuracturer,dated 02-02-14 and last,revised on 06/08/16,signed and scaled by Lynn
I Miller,Y.E.
B. 'PESTS
1. REF Test,report on 1)Uniform Static Ah-Pressure Test,per FBC, TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
I 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along Nvith 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,slated 02/15/16,06/07/16 and 06/20/16, all
j signed & sealed by Idalmis Ortega, P.E,
2. Test report on 1) Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,per FBC, TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94.
4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94
Along with marked-iip 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, I+TL-6002; FTL-6034 & FTL-6035, dated 08/1.0/09, all signed & sealed by Julio Gonzales,
P.E. (All above test reports submitted under files# 14-0123.11,#11-1018.17/#09-0826.13)
2._ Reference Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94.
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test,per FBC 2411.3.2.1 (b) and TAS 202-94
(along w/marked-up drawings and installation diagram of Aluminum Sliding Glass Doors,prepared
f by Fenestration Testing Laboratory,Inc., Test Reports NoIiTL-7554, dated 11/01/13, signed &
sealed by Marlin.D. Brinson, P.E (This file has addendum,letter dated 08/14/14 & marked-up
drawings dated 08/19/14 & revised interior astragal marked-up Dwgs dated 11-11-13, all issued by
Fenestration Testing
3. Additional REF supporting test # FTL 5254,FTL 5980, FTL 5987 and AT172138.01-401-18'.
4. Additional, Reference Fixed wiaidow test report FTL-7897(cardinal spacer)per TAS 201, 202
& 203-94,issued.by Fenestration Testing lab (Test report submitted under file 1115-0430.08).
IC. CALCULATIONS (submitted under file #14-0123.I1)
1. Anchor verification and comparative analysis dated 03/18/14,06/25/14 and last _revised on
01/30/15, sheets 1 thru.67, prepared by PGT,signed and sealed by Lynn Miller,P. E.
i 2. Glazing complies with AS'FME-1300-02,-04 & -09.
iD. QALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER)
Ishag 1.Chanda,
Product Control Unit Supervisor
NOA No. 19-1 t26.01
Expiration Date: April 07, 2025
Approval Date: Jaiivary 09,2020
E- I
I
13GT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1 None.
F. STATEMENTS(submitted under :file 0.4-0123.11)
1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5'1'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 (P edition).
i 4. Test proposal,dated 6/4/13 &08/12/13 approved by Jaime Gascon, I'.E.
5. Test proposals No(s) 09-0177,0177-A, B & C approved by BCCO.
+?. Evidence submitted under previous submittal
-IA. 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
j by Lynn Miller, P.E.
B. TESTS
1. None.
C. CALCU-LATIONS
1. Anchor-\rerification 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
I Miller,P.C.
2. Glazing complies with ASTM&-1300-02, -04 &-09.
i
ID. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
v,. MATERIAL CERTIFICATIONS
1. None.
II+. STATEMENTS
I 1. Statement letter of conformance to FBC 201.4(5" edition) & FBC 201.7(6'1'Edition) and letter of
no financial interest,prepared by PGT, dated 04/18/17, signed and sealed by Lynn Miller, P.R.
�G. OTHER
1. Tliis NOA revises NOA #16-0629.03, expiring Apri107.2020.
f
i3. I've-tv Evidence submitted 1
I
!A. DRAWINGS
1. Drawing No.'PCT0128 Rev C,titled"Series 670 ilium SGD-Non-Impact", sheets 1 through 22
of 22, prepared by manufacturer,elated 02-02-14 and last revised on 11/22/19, signed and sealed
i by Lynn Miller, P.E. r'
w-
tshaq 1.Chanda,P.E.
Product Control Unit Supervisor
NOA No. 1.9-1126.01
Expiration Date: April07,2025
Approval Date: January 09,2020
C-2
I
1 I I
1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1 None.
F, STATEMENTS (submitted under f le 914-0123.11)
1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5`h Edition) and "No financial
interest", prepared by POT,signed & sealed by Lynn Miller,P.E.
2. Letter of lab Compliance, part of the above test reports.
�3. OTHER
1. This NOA revises # 15-1013.14,expiring April 07,2020.
2. Test proposal'# 16-0125 dated 03/09/1.6 approved by RER.
3. -AMA.'s Technical.Paper for SGD & Bi-fold doors referenced to FBC 2014(51h edition).
l 4, Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon, P.E.
5. Test proposals N`o(s) 09-0177, 0177 A, B & C approved by BCCO.
Z. Evidence submitted under previous submittal
IA. DRAWINGS
1. Drawing No. PGTO128 Rev C,titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22
of 22, prepared by manufacturer,dated 02-02-14 and last revised on 04118/17, signed and sealed
by Lynn Miller,P.E.
11. TESTS
L None..
IC. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on
08/09/17, coniplying with FBC-217 (011.Edition),prepared by POT, signed and sealed by Lynn
Miller,P.E.
2. Glazing complies with A.STME-1300-02,-04 &-09.
0. QUALITY ASSURANCE
j 1. Miami Dade Department of Regulatory and Economic Resources(PER).
1E. MATERIAL CERTIFICATIONS
I 1. None.
IF. STATEMENTS
1. Statement letter of confonnance to FBC 2014(5`h edition) &1:BC 2017(6"'Edition) and letter of
no financial interest, prepared by POT, dated 04/18/17, signed and scaled by Lynn Miller,P.E.
G. OTHER
1. This NOA revises NOA # 16-0629.03,expiring April 07,2020.
i
I3. Nei), Evidence st bmitted
I �
A. DRAWINGS 1
1. Drawing No.PGT0128 Rev C, titled "Series 670 Alum SGD-Non-Itnpact", sheets 1 throu'gh 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. 1 ��
Ishay 1.C;handa,V.E.
Product Control Unit Supervisor
NOA No. 19-1126.01
Expiration Bate: April 07,2025
Approval Date: January 69,2020
Cs-3
i
I
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TEST'S
1. None.
C,. CALCULATIONS (submitted under file#17-0420.09)
1. None
2. Glazing complies with ASTMS-1300-02,-04 &-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
MATERIAL CERTI1FICATEONS
i
1. None.
i�. STATEMENTS
1. Statement letter of confonnance to PBC 2017 (6"'Edition) and letter of no financial interest,
prepared by POT,dated 11/22/19, signed and sealed by Lynn Miller,P.E.
1G. OTHER
1. This NOA >;enews NOA # 17-0420.09, expiring April 07, 2025.
i
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I
I
I '
j
t
Ishaq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No. 19-1126.01
1 Expiration Date: April 07,2025
Approvnl pate: January 09,2020
G-4
f ; ,
TABLE A: ,
- - -- - - SERIES-670-;-NON MPACT-RESISTAN-T—SL—ID ING-GLASS-DOOR— I
� -- -- F;
Anchor Type
INCLUDING POCKETS & 900/1350 CORNERS Group Me
#1218-8 SMS,
GENERAL NOTES (Fy=60 ksi, F„=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, 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 min Steel SMS(Ge o
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO B (min,of 3 threads beyond
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, F"=177 ksi h�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
D He;
NARROW JOINT SEALANT. 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). 4)FILLED BLOCK VALUES MAY ALSO BIE UUISE
5)ANCHORS MUST BE OF SUFFICIENT LENC
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. ANCHOR NOTES
CONCRETE/CMU SUBSTRAT
E
TE
9)TEST REPORTS: FTL-5254, FTL-5979, FTL-5980, FTL-5987, FTL-5994, FTL-6002, FTL-6034, FTL-6035, 1)1) FOR
COUNTY APPROVED ANI
TE
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 AF
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 7
G2 1"I.G.. 3/16"TEMPERED GLASS+ 5/8"AIRSPACE+ 3/16"TEMPERED GLASS LOADS TO THE STRUCTURE. BUCK D
G2A_ 1"LG.. 1/4"TEMPERED GLASS+ 1/2"AIRSPACE+ 1/4" THE RESPONSIBILITY OF THE-ENGINI 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
------ ---- ---- - -EXAM PLE_CONEIG.U-RATIONS--- ------ ------ - ------- -- ----- -- - 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 l3 PER TABLES 1-3 12 13 CAN E
s� —
T — �'�---i '� I 2 90
Gw I G I OF AI`
12 t
I —�
Gc Jw Jc ¢ ¢
13 14 14 iwoW 93 14 14 Imo
MAX. UNIT / Kc i z a Q -MAX.-UNIT- / - w Kc Z a 3) FOI
HEIGHT 14 14 1 ¢a HEIGHT / / 14 14 1
PER TABLES 1 I w tiw
8ujPER TABLES - i Lu O1
lQ- lCL 11 11 � f
POCKET co POCKET vWi P
1 I
1-PANEL DW Dc 2-PANEL
CONFIGURATIONS 12 13 CONFIGURATIONS
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 92 13 12 13 1
L L
Gw Gc t19
t19
Jw Jc Q GZ G3 t19
19 19
MAX. UNIT 1w 1 c Kw Kc I Wp 4 p 14 14 w c 19 19
MAX. UNIT 12 13
12 13 14 14 I z 4 26 HEIGHT w Ic
HEIGHT I J¢ 12 13 19 19
PER TABLES 1-3 / / / j TABLES 1-3 L
laaw
/ POCKET 1 co
I
—��f--�
3-PANEL CONFIGURATIONS w Dc 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 12 13 PER TABLES 1-3 'FF
��---� -
I
Jw Jc I N
12 13 19 19 19 19 14 14
MAX. UNIT 12 13 19 19 19 19 14 14 j p a Q MH HEIGHT /
HEIGHT 12 13 19 19 19 19 / I a C
!�Qo PER
-------------- ------------�X�AMPL�_�ON.FI��RA�TB_�JNS ---- ----- -------- --- -- --- ---- ---------
-- ONI -
MAX.TESTED UNIT WIDTH = C NI
355-7/16"@ 96" HEIGHT POC4
300-1/4" @ 120" HEIGHT LOCF
NOM. PANEL WIDTH Aw Ac w Bc Cw Cc EXAA
PER TABLES 1-3 12 13 12 13 12 13 pXXX
-���---� CAN
Gw Gc Jw Jc I
12 13 19 19 19 t
19 14 14 I
I 2) 90
12 13 19 19 19 19 14 14 aw OFA
MAX. UNIT Iw -Ic i z a Q
HEIGHT, 12 13 19 19 19 19 / I Q�
96"OR 120" / / i Y ti= 3) FC
low
laa VIX„_
POCKET j "O"=
6-PANEL CONFIGURATIONS
w Dc w E Fw Fc
12 13 12 13 12 13
MAX. UNIT WIDTH -------
NOM. PANEL WIDTH Aw Ac w�c Cw Cc L
PER TABLES 1-3 12 13 12 13 12 13
Gw Gc Jw Jc I DLO
VI-2)71-3T 19 19 19 19 19 19 14 14 I
w c Fw Kc iOW PAN
MAX. UNIT 12 13 19 19 19 19 19 19 14 14 aco
Q
HEIGHT 2 13 19 19 19 19 19 19 I Q
PER TABLES 1-3
a a
POCKET � co)
IL
r�r---�
7-PANEL CONFIGURATIONS w Dc w Ec w Fc
1 13 12 13 12 13
MAX. UNIT WIDTH
NOM. PANEL WIDTH w Ac w Bc Cw Cc PER TABLES 1-3 12 13 12 13 12 13
Gw Gc L L1 L L L L Jw Jc I
12 13 19 19 19 19 19 19 19 14 14 I —
w c L L2 L L2 2 2 w Kc I
MAX. UNIT 12 13 19 19 19 19 19 19 19 14 14 j u a o
HEIGHT 12 13 19 19 19 19 9 19 19
__- -•-• -- _ il..ww
-- -- ------ - ------- GLAZING DETAILS - G1 & G1A)- ----_--- --- ------ - - - -------
3/16"T GLASS
74
EXTERIOR 82
3/4"NOM.
I GLASS
7s �
BITE
EXTERIOR h�=
54
3/16" TEMPERED GLASS, TYPE G1
1/4"T GLASS
F3/4'�' NOM.
EXTERIOR 82
a
7s
-- -- 1
54
GLAZING DETAILS -(G2 & G2A)--
SILICONE
STRUCT
1"NOM. -� SILK
STRUCTURAL 1/4"NOM.
POLYISOBUTYLENE
3/16"T GLASS WITH DESICCANT DESIC
5/8"AIR SPACE EXT.GLASS o EXT.GLA!
3/16"T GLASS a
74 0
EXTERIOR
83 INT.GLASS
124-127 r 3/4" NOM. �za KODISPACE 925
,. GLASS 4SG TPS
i BITE
79 I
55
ALUMINUM
REINFORCEMENT POLYI&
1" I.G. GLASS, TYPE G2 a 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 DURASEAL® ,27
EXTERIOR
74 SPACER C
a 83 -
- - 124-127 3/4" NOM. Part# Description -
GLASS 124 Kommerling 4SG TPS Spacer System
BITE
125 Quanex Super Spacer nXT with Hot Mel
4 126 Quanex Duraseal
79 -- - - -
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' 9s" (Flat or Box see (+)Design
Positive(+)DP may be limited by 69=r/8"DLO 73-7/8"DLO 79-7/8"DLO 85-7/8"DLO Pressure, pc,
Anchor Group Anchor Group Anchor Group Anchor Group Sheet 17)
Table 1A. A 1 B C I D A I B I C D A B I C I D A I B I C T D Flush-1-1/2" see note 3
Desion Pressure +90.01-127.1 +90.01-120 +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 C4+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 1 8 8 8 10 8 8 8
P-hook 6+7 6+7 6+7 6+7 7+6 7+8 7+
7+8 8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+$ High-4" + 90.0
Design Pressure +90,0/-106.3 +90.01-100.2 +90.0/-92.2 +85.3/-85.3 SEE NOTES_ 1-3
30" 23" Head/Sill C4+1 I C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 I C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
DLO Jamb 10 8 8 8 10 8 1 8 8 10 1 8 8 8 10 8 1 8 8
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+$ 1 7+8 1 7+8 1 7+8 NOTES:
Design Pressure +90.01-92.9 +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
L 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 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 1 7+8 2)WHEN USING THE 2-1/2"
Design Pressure +63.71-83.7 +78.4l-76.4 +71.61-71.6 +65.81-65.8 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;
o- DLO Jamb 10 1 8 8 8 10 8 8 8 10 8 8 8 10 1 8 8 8
c P-hook 6+7 1 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 1 7+8 1 7+8 7+8 7+8 3 4", 3-1/4"AND 2-1/2" SILL
0 Design Pressure +77.1/-77.1 +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 C4+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 8 8 10 8 8 8 10 8 8 1 8 10 8 1 8 1 8 REQUIRED. MAX. POSITIVE
P-hook 6+7 1 6+7 1
6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+g 7+$ 7+8 7+8 1 7+8 1 7+8 THE DOOR IS PROTECTED
Design Pressure +72.51-72.5 +67.4/-67.4 +61.01-61 +54,71-54.7 BUILDING CODE (SEEADJ/
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 Cry+2 C4+2 C4+21 INFILTRATION.
DLO Jamb 10 8 8 8 10 8 8 8 10 a 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+$ 1 7+8 7+8 7+8 1 4 SEE SHEETS 10-14 FOR
Desion Pressure +69.11-69.1 +64.01-64 +57.61-57.6 +50.61-50.6 )
53" Head/Sill C4+3 C4 C4+3 +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 1 8 10 8 8 8 10 8 8 1 8 10. 8 8 8
P-hook 6+7 1 6+7 1 6+7 1 6+7 7+8 7+8 1 7+8 1 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 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
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
T`---- Standard Astragal Outside Corner Outside
Corner
TABLE 2:
Oesign Pre"ssu_re(DP)and Anchor Quantities Required;(for all approved-corifigurations on Sheets 2&3) -For come,astragal anchorage on go'or 135`comer units,see sheet 11
Door Unit Height
Table applies to all Glass types and 80' 84" 90' 96" 102" 108"
the St.Positragal types shore 69-7/6-DLO 73-7W DLO 79-7/8"DLO 85-7rB"DLO 91-7/8"DLO 97-718"DLO 10
below,Positn�e(+)DP may be
limited by Table 2A. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group An
A I B I C I D A I B I C D A I B I C = AB C I D A I B I C I D I A I B I C 1 D A
Desran Pressure +90.0/-140.0 +90.0/-133.0 +90,0/-122.0 +90.0/-114.0 +90.01-106.0 +90.0/-99.0 +8
24" 17" HeadlSill C4+i C4+ C4+1 G4+1 C4+1 C4+1 C4+i 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 C4+1 C4+1 C4+1 C4+1 G
DLO Jamb 10 8 8 8 10 8 8 8 10 8 B B 10 $ 8 8 10 10 10 10 10 10 10 10 10
P-hook 748 7+8 7+8 7+8 7+E 7+8 7+8 7+g 7+8 7+8 748 7+8 7+8 7+8 7+6 7+8 i+9 8-9 1 B+g 1 8+9 8+9 8+9 1 8+g B+g 9+10 9+
Design Pressure +90.01-141.8 +90.01-133.6 +90.0/-122.9 +90.0/-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 CS+1 M65+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 C!
DLO Jamb 12 i0 8 8 12 10 8 8 12 106 12 10 -8 8 12 10 10 1 10 12 10 10 10 12
P-hook S+g 8+9 8+9 8+9 8+9 8+9 8+9 1 842 8+9 1 8+9 1 8+9 1 8+9 8+9 8+9 8+9 8+9 849 8+9 1 B+g 1 8+9 8+9 8+9 8+9 8+9 9+10 9-
Design Pressure +90.01-123.9 +90.01-116.4 +90.0/-106.7 +90.0/-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 C5+2 C5+2 C5+2 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 CS+1 C5+1 C5+1 C5+1 C5+1 CI
DLO Jamb 12 1 10 1 8 8 12 1 10 8 1 8 12 1 10 1 8 B 12 i0 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+9 8+9 B+g 8+g 8+9 8+9 8+9 1 8+9 g+9 8+9 8+9 1 8+9 8+9 8+9 1 8+9 8+9 9+10 9.
Design Pressure +90.0!-111.6 +90.0!-iO4.5 +90.01-95.4 +87.8/-87.8 +81.31-81.3 +75.7/-75.7 +7
e ,� 35" Head/Sill 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 CS+2 CS+2 CS+2 C5+2 C5+2 CS+2 C5+2 CS+2 C5+2 C5+2 Cl
ti 4` DLO Jamb 12 10 8 8 12 10 6 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 B+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9•
B DesionPressure +90.01-102-9 +90.01-960 +87.3/-87.3 +80.0/-60.0 +73.8/-73.8 +68.6/-68.6 +6
z 41" HeadiSill C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C!
48" DLO Jamb 12 1 10 8 8 12 10 B 8 12 1 10 1 B 8 12 10 1 8 8 12 10 1 10 10 12 10 10 10 12
+g
P-hook 8+9 8 8+9 8+9 8+9 1 8+9 8+9 8+9 8+9 1 6+9 1 8+9 8+9 8+9 8+9 1 8+9 8+9 8+9 8+9 8+9 8+9 8+9 1 8+9 8+9 8+9 9+10 9
Design Pressure +83.01-B3.0 +'•y,g!-77.2 +69.61-69.8 +63.81-63.8
54" 47*' HeadlSill C4+3 C4+3 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C�+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+
7+8 8 7+8 7+8 7+8 7+8 7+8 1 7+8 1 7+8 7+8 7+8 1 7+8 1 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" 5.3 HeadlSill PIE%
C4+3 C4+3 C4+3 C4+3 C4+3 C4+3 C4+3 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2
DLO Jamb 8 8 8 10 8 8 8 10 8 8 8 10 S 6 8
P-hook 7+8 7+8 7+8 1 7+8 1 7+8 1 7+8 17+8 1 7+8 1 7+8 7+8 1 7+8 7+8 7+8 17+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°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
Cor��a
ice ner a
Inside
-- tZ 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 431
----- -w - 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 Qua ntities-Required,-(for-a11-a pproved-config u ration s-o n Sheets 2-& 3-) ----- --Sill Height to Max. -
For corner astragal anchorage on 90`or 135'corner units,see sheet 11 (Water Infiltration Ra'
Table applies to all Glass types and Door Unit Height Sill Riser Height
the Stile/Astragal types shown 80" 84" 90" 96" (+)C
yP 69-7/8" (Flat or Box, see
below. Positive(+)DP may be DLO 73-7/8"DLO 79-7/8" DLO 85-7/s" DLO Sheet 17) Press
limited by Table 3A. Anchor Type Anchor Type Anchor Type Anchor Type
A I B I C I D A I B I C i D A-1 B I C I D A I B I C D Flush- 1-1/2" see
Design Pressure +90.0/-140.0 +90.0/-133.0 +90.0 -122.0 +9a o -1 14,0 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 L7+8 C4+1 Medium-3-1/4" + 1
DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 8 10 8 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 7+8 7+g 7+8 SEE NOTES 1-3
Design Pressure +90.0/-159.5 +90.0/-150.3 +90.0/-138.2 +90.0/-128
30" 23 Head/Sill C6+2 C6+2 C5+2 I 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 1 8 1 14 1 12 8 8 -1-4-T 12 1 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 19+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 12 8 8 14 12 8 8 14 12 8 8
a P-hook 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 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,
c 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
a 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 +90.01-98.2 +90,0/-90 3)4", 3-114"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"Ic
DLO Jamb 14 1 12 1 8 1 8 14 12 1 8 8 14 1 12 1 8 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 USEC
Design Pressure +831-63 +77.2/-77.2 +69.81-69.8 +62.61-62.6 COMPLYING WITH THE
54" 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+21 DIAGRAM); THIS CONIC
DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 8 10 8 8 8
P-hook 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 7+8 7+8 SEE SHEETS 10-14 f
Design Pressure +79.21-79.2 +73.3/-73.3 +66/-66 +58/-58 4)
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 EE
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 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 -
Heavy-duty Astragal Outside Corner
Outside
_�- I- �;� Corner
NO FRAME "8+9° P-HOOK ANCHORAGE CONSISTS OF:
SPLICE i I i . JAMB @ ^ (8) P-HOOK ANCHORS, _ SEE"C5" CLUSTER MAX. UNIT WIDTH ��
REQUIRED (PERPENDICULAR TO GLASS DETAILS SHEET 10 FOR
NOTE, EXTERIOR PLANE) SEE TABLE 2, SHEET 7 REQUIRES "C6'
i i INTERLOCK
THIS t; POCKETS AND 42" NOM. CLUSTER, SEE
SHEET ° SEE POCKET (9) P-HOOK -------- _ x PANEL WIDTH
-m--DETAILS, SHEET
I JAMB MOUNTING - x x x x x x x �X
f.° INSTALLATION, ADAPTER 6"MAX. ^� �o�--� x x x x Ix xx xx X x
THIS SHEET ANCHORS MIDWAY
!0
101
3"MAX.
& SHEET 14 BETWEEN P-HOOK '
ANCHORS &AT 3" 'p' x= FRAME
i � \ FROM TOP& 14" I ANCHORS
I t BOTTOM o
z¢ MAX.O.0 ®, 14"MAX.O.C. 0
4.051" - 8" MAX. TO OPENING y°8 I I 0�---6 0 o= P-HOOK
i
r� EDGE OF POCKET SEE a '®' I I I 0 ANCHORS
I INSTALLATION o w
i I DETAILS 'Jc'&'Kc', >-Q '®' I I o=P-HOOK
END PANEL SHEET 14&PART ; w a ®I i o i ;U MOUNTING
,� r ANCHORAGE DETAILS 'J'& 'K', � �11
o 3"MAX. ADAPTER
24 MAX. (2 ANCHORS) SHEET 19 FOR ° _ ANCHORS
O.C. P-HOOK ---__6"MAX. x
ANCHORAGE ANCHORS - x, `x xx xx x X xx xx
END PANEL
ANCHORAGE 'J x �� x xx xxx x '
' (SEE SKETCH BELOW) —"+2"
° CENTERLINE 8"MAX.,TYP. ANCHORAGE ANCHORAGE ANCH
OF PANEL 9
24" MAX. EXAMPLE: 5-PANEL, 2 TRACK, 90° 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
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. a INTERLOCK HEAD &SILL: 8"MAX. FROM FRAME CORNERS. USE °
PANEL -I SEE "C5"CLUSTER SPECIFIED CLUSTER FROM APPROPRIATE TABLES, °
WIDTH SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT --CENTERLINEOFENDP
DETAILS, SHEET 10 AND CORNER ASTRAGAL LOCATION, PLUS ANCHORS AT THE MIDPOINT OF END PANELS ARE C
FOR INTERLOCK SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANC
CLUSTER IS OVER 24",OTHERWISE L --1 ARE I"+2"ANCHORAGE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" REQUIRED AT THE MIDSPAN AS PER HE FFIIGURE RS AE
3.5" O.C. MAXIMUM. _
CENTERLINE JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX.ANC
t 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
INTERLOCK ASTRAGAL SEE"C5"CLUSTER END PAP
"C6"CLUSTER, SEE CENTERLINE DETAILS, SHEET 10 CENTERLINE ANCHORP
DETAILS, SHEET 11 � FOR ASTRAGAL A (2 ANCHO
ASTRAGAL OR ^ SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE -- -- ASTRAGAL-OR — SPLICE LOCATIO
INTERLOCK- [—IF NEEDED INTERLOCK—, CONDITION, USE INTERLOCK- —IF NEEDED
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE
--� �,— 3.5" 1.75„
7" 7"
1.75" s- 3.5„
4" DIAG. 4" DIAG.
2.04" 2.04" 2.
EXTERIOR - 3.-511 7„ EXTERIOR 4" DIAG. 7 - EXTERIOR 3.5"
V - - 7"
2-TRACK FRAME HEAD/SILL V 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL
@ ASTRAGAL OR INTERLOCK aC).ASTRAGAL OR INTERLOCK Ca)_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 IF NEEDED INTERLOCK-1 CONDITION, USE INTERLOCK-��IF NEEDED
CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE 3.51'
3.51' 7" 4�
2.04" _ 4"DIAG.
4.08" 1
I i 2.(
EXTERIOR 7„ EXTERIOR 7�� 4" DIAG. EXTERIOR---,- 3.5"
�U7 3.5'.
3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL
@ ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK R 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 II ASTRAGAL OR (FOR SPLICE
INTERLOCK-,I IF NEEDED INTERLOCK-�I (FOR SPLICE INTERLOCK-�� CONDITION, DO NC
CENTERLINE I CENTERLINE I CONDITION, USE CENTERLINE USE THIS DETAIL)
--�I 1 75„ ,C6" CLUSTER DETAIL)
3.5" 3.5"
- N2 _
_-2-.04" - _ 4"DIAG. 2.04" 4" DIAG.1 2.04" --
2.04" 5.37" DIAG.
4 T---= Ib 4.08
2,04" —® -a-- 2.04" _ INTERIOR 2.04" INTE
INTERIOR - - P, 4"
INTERIOR I6.12"� DIAG. 6.12" 4" DIAG. d 8.943.5"
I
INTERIOR !� INTERIOR 5
m ° °� 7" INTERIO ° �` INTERI(
90 u .3. -yam_ 90 3. z ��s' EXTERIOR
6
° o-�-- EXTERIOR EXTERIOR 4" DIAG.
3.5" 3,5" 4" -� 3.5" ®�
2.04" EXTERIOR 2,04" 7 2.04" EXTERIOR 411 "
EXTERIOR � 2.04
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
EXTERIOR INTERIOR V\<\
V 4.08" "+1"ANCHOR
4" R
INTERIOR E 3.5" INTERIOR 7'41"
s+� A
90° ° 7" 1350
/
_— ps EXTERIOR
0 11 0 .3 1 �3.51/
4.08" --___-__—- 4.08
5.37" DIAG. 5.37" DIAG. 7
° � 4
1
3.5" 41- 3.5"
EXTERIOR EXTERIOR 7" INTERIOR INTERIOR ON "+2"ANCHOR
ALL
90° CORNER 135° CORNER EXTERIOR VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL
("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" 3.5"
r� 6.12" � -
4" EXTERIOR 5 88"
INTERIOR
INTERIOR 90° 3.5" -� 135' "+3"ANCHOR
= 6 4" 2.04
DIAG. 7 °
G
6.12" 4"DIAG, ° 6,12' 3.5"
4.08"
i�
°_ `4 a° ° 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.I
2-1/16"* 2-1/16"
EXTERIOR 1/4" 1
1/4°
G'7 MAX. _ MAX.
SHIM EXTERIOR �� � - SHIM EXTERIOR -�
EMBEDMENT: 4 4 4 4
SEE TABLE A, �I I I
SHEET 1
- -_ -2X WOOD- WOOD ANCHORTYP.,-- - - - --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 DE 4-T
Aw 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, SHEET 1 NOTE 3, SHEET 1 SEE &TAB
SEE ANCHOR ANCHOR ANCHOR
NOTE 5, SHEET NOTE 5 NOTE 5,
1 (1/4" MAX.)-1 SHEET 1 SHEET 1�
- - - - (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
DE 2-TRACK FRAME SILL pE 3-TRACK FRAME SILL E 4-T
Dw WOOD INSTALLATION KjEw WOOD INSTALLATION Fw MEN
EMBEDMENT: SE
TABLE A, SHEET
EMBEDMENT: SEE
TABLE A, SHEET 1 -"I +
--- METAL TYP., SEE
EMBEDMENT: SEE
TABLE A, SHEET 1 I EDGE DISTANCE: TABLE A&ANCHOR -
EDGE NOTE 4, SHEET 1
SEE TABLE A,
_DISTANCE:- O SEE TABLE A,
2X WOOD - 2X WOOD SHEET 1 `�
TYP., SEE ANCHOR , `SHEET 1 _TYP., SEE ANCHOR
NOTE 3, SHEET 1 NOTE 3, SHEET 1 / 0 V SMS ANCHOR TYP.,SEE ANCHOR NOTES
. 2=1/16 I / I1 2-1116" " &TABLE A, SHEET 1
WOOD ANCHOR TYP., � `, b - II(n111
INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: Sri
EDGE DISTANCE: SEE J EDGE DISTANCE: EDGE
CONCRETE CONCRETE SEE TABLE A, SHEET 1 CONCRETE SEE
PER TABLE TABLE A, SHEET 1
2-1/16"* PER TABLE 2-1/16"* PER TABLE
A, SHEET 1 A, SHEET 1 A, SHEET 1
EXTERIOR77
_"- CONCRETE-ANCHOR
EMBEDMENT: 1/4' EXTERIOR 1/4" EXTERIOR
SEE TABLE A, L MAX. L MAX.
SHEET1SHIM SHIM
PROPERLY SE TYP., PROPERLY SECURED 1XF=E
ETE ANCHOR TYP:, PROPERLYSECU
WOOD BUCK T ., AHOR NOTES & WOOD BUCK TYP., SEE CHOR 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 DE 3-TRACK FRAME HEAD DE 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 NOTES41ANCHI,
D BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANC
TABLE A, SHEER 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.) (1/4'HMAX.)� � f ` (1/4"EET 1 MAX) _
EXTERIOR EXTERIOR �— EXTERIOR '
2-1/16 i- °_ a 2. 16„* a
1/ 2-1/16"
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
4� 2-TRACK FRAME SILL rD&\ 3-TRACK FRAME SILL 4-T
Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION 0 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, ��I e
PROPERLY-SECURED SEE TABLE A, SHEET 1 I „* SHEET 1
1X WOOD BUCK TYP„_ SHEET 1 12-1/16
SEE ANCHOR NOTE 3, i . mro — CONC./CMU ANCHOR
SHEET 1 a j 2_1/16"* PROPERLY SECURED I I I T . TYP., SEE ANCHOR_
CONC./CMU ANCHOR I' NOTES &TABLE A,
T..n A&1^1 I„M �� s 1X WOOD BUCK TYP., i , i , 4
Ii�STALLATs®I\9 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
'� o SEE ANCHOR NOTES
EMBEDMENT: — &TABLE A, SHEET 1 26
_SEE.TABLE
_A, _ - (ALS0SEE.TYP. -_
SHEET 1 28 ILLUSTRATION, SHEET 9)
'41111q ip{Ullipl�
EDGE DISTANCE: SEE
—�- TABLE A, SHEET 1 EMBEDMENT.
26 SEE TABLE A,
EXTERIOR SHEET 1 e
PHOOK WOOD ANCHOR TYP., °
SEE ANCHOR NOTES 4D P-HOOK °
&TABLE A, SHEET 1 CONCRETE OR EMBEDMENT: SEE
( 2.693" MIN.
ALSO SEE TYP. CMU PER TABLE TABLE A, SHEET 1 ILLUSTRATION, SHEET 9) EDGE DISTANCE A, SHEET 1
DE P-HOOK FOR USE WITH FLAT SILL RISERS DE P-HOOK FOR USE WITH FLA
Jw PARTS#18,#20,#22 OR#24, Qc7 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 CMU PER TABLE TABLE A, SHEET 1
MIN. OF 3 THREADS TABLE A, SHEET 1 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) = ;
SEE TABLE A, EDGE DISTANCE: SEE = "" at=--
SHEET 1 TABLE A, SHEET 1
30 ILJ--j30 I --
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC,/CMU Il
SEE ANCHOR NOTES n ANCHOR TYP., $EE
&TABLE A, SHEET-) v ANCHOR NOTES &TABLE
(ALSO SEE TYP. 2.693" MIN. A, SHEET 1
ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP, -------------
I I0TMAT►/-00 QUM=fl\
CONFIG. EXAMPLES
MAX. UNIT
WIDTH
MAX. NOM. PANEL W11
HEADER DETAIL'A', DLO TYP. PER TABLES
SHEET 18; INSTALLATION WIDTH
DETAILS'Aw'&'Ac',�
SHEETS 12& 13
PANEL PANEL PANEL PANEL
TYPE TYPE
TYPE 'QS' 'AS' TYPE
'A' 'K'
NOM. MAX. UNIT
MAX. I PANEL DLO HEIGHT PER
PANEL ! WIDTH TYP.
HEIGHT SEE PER HEIGHT TABLES
NOTE 2 TABLES 1-3 1-3
X a X a
SILL DETAIL'D', SHEET 18; 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 ' 15
- ----- -- - - - -- -- ----- --------=--- --- 'M'-SHEE-T-19--
' OPERABLE-JAMB-DETAIL'G3',SHEET 18;--------- -
'-RY —INSTALLATION DETAILS'Gw'&'Gc', SHEETS 12& 13
tXED 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'&'Ac', SHEETS 12& 13 SHEETS 12& 13
SHEETS 12& 13 90,
PANEL PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE PANEL, PANEL
IR' 'L' 'D' 'A' APE TYPE TYPE
MAX. 'CS' Iasi
/ NOM. / / UNIT
PANEL / HEIGHT SILL DETAIL NOM.
MAX. WIDTH TYP. / / PER 'D', SHEET / PANEL /
PER SEE TABLES 18; Mom• WIDTH TYP.
DLO TABLES 1-3 NOTE 21 - 1-3 INSTALL DLO
PER
HEIGHT SHEET 15 HEIGHT
DETAILS TABLES 1-3
�, 'Dw' & 'Dc',
0 X x X SHEETS 12 a
I& 13 , X X X
SEE FRAME & MAX. UNIT WIDTH
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 INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEE-
u HEADER DETAIL
JAMB DETAIL'H2', SHEET P-HOOK DETAIL'J'&'K', SHEET 'B', SHEET 18; C ,�
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 71 MAX. UNIT WIDTH
PANEL PANEL PANEL PANEL I PANEL PANEL PANEL
- TYPE TYPE TYPE TYPE j TYPE TYPE TYPE -
'R' 'L' 'M' IF IF''M' IF' IF
J
MAX. UNIT NOM. NOM.
HEIGHT---- / - / PANEL / z a PANEL
PER WIDTH TYP. w w I WIDTH TYP.
TABLES MAX. SEE PER �'' i EE MAX. PER
1-3 u DLO T NOTE 2, TABLES 1-3 °4 SOTE 2, DLO T TABLES 1-3
--:-PANEL'S--RI-GHT STILE TYP'I
PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORI
INTERLOCK INTERLOCK STILE BOX OUT BOX IN 90 LOCKSTILE 90 LOCKS
TYPES' OUT IN ' W/HANDLE BOX OUT BOX IN W/HANDLE W/HANDLE W/HANDLE W/HANG
` 1120 #119
L-
SINGLE
INTERLOCK F TR TG,
OUT Q� (BOX OUT) �p
SINGLE
INTERLOCK E A� c " - ��
IN (BOX OUT (BOX IN)
FIXED R� s
STILE
(BOX OUT) (BOk IN)
LOCKSTILE
W/HANDLE
(BOX OUT) (BOX IN)
ASTRAGAL
M BOX OUT - L
W/HANDLE ] (BOX OUT)
I'— ASTRAGAL
w BOX IN LEFT 41NTERIOR RIGF
W/HANDLE (BOXIN)
_ PANEL PANE
ASTRAGAL STILE EXTERIOR STIL
(/) BOX OUT
(Box our) (Box our)
LL ASTRAGAL PANEL"E"SHOWN. SEE TABLE FOR OTHER PANEL TYPE
W BOX INio�--
APPLICABLE STILE/ASTRAGAL REQUIREMENTS.
(BOX IN) (BOX IN)
INT CORNER *2 -
�� Cl
90 LOCKSTILEJ W/HANDLE#1
w EXT CORNER If
Q T w"S SILL RISERS OPTIONS
90 LOCKSTILE
W/HANDLE .232"
#119
EXT CORNER#61 232 EXTERIOR EXTERIOR
90 RECEIVERCT C EXTERIOR I F 062"
W/HANDLE 3•�
#118 2.555"
INT CORNER #61 1.567"
90 RECEIVERAT AS DF0621,
44-1
------ W/-HANDLE #118 ` -
EXT CORNER +�#11s / 18* SILL RISER, FLAT" 20 SILL RISER, FLAT 22 SILL RISEF
90 RECOVER#6 / CF OFLUSH, 1-1/2" O LOW, 2-112" O MEDIUM,
-- EXT CORNER-#31 - ----
135 RECEIVER•- VT V VF
W/HANDLE #61 7
INT CORNER p� EXTERIOR I EXTERN 50" EXTERIOR
3.5 RF(;FIVFR �1 r Ili T ��®C ���1,� •906"
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
LOCK PARTS
1os FULL LENGTH 14 75&107-110
14 2-- OF JAMB 5 60 OR 61
60 OR 61 _ G3
DE 60 OR 61 2-TRACK JAMB
IF1 G1
2-TRACK JAMB (SHOWN
6 LONG CLIP#105 WITH
113 8@ W/RETAINER#106 OPERABLE
MIDSPAN -(SHOWN WITH PANEL)
FIXED PANEL TO 103 LOCK PART
u — 5 THE INTERIOR) IG EXTERIOR 113 75&107-110 103
_ EXTERIOR
14 �/ 15 5 ,
112
DE DE 16
#10 X 3/4" 123 FULL
JAMB LENGTH G2 40 G4
SMS,X 3 2-TRACK JAMB 2-TRACK JAMB EXTERIOR 5EXT
CLIP#80 OR#105 51 52 W/SCREEN
6"LONG W/RETAINER#123 3-TRACK JAMB 3
@ 80 Cgs (_ (SHOWN WITH H1 (SHOWN WITH H2 (�
MIDSPAN FIXED PANEL TO F
OPERABLE PANEL)
60O THE EXTERIOR) 53 T
EXTERIOR FUXTERIOR
i.,9
Fp 3 4
5 113 Fwl
5 113 —1,11 7
52 51 7 7 7
69 EXTERIOR 69 EXTERIOR
EXTERIOR 53 t.,
LA—LL A
SHOWNWITH
o
OPT.. SC EEN A FRAME HEA/DCREEN �B FRAME HEAD ,C FRAME HEA
TRACK
53 69 69 -
EXTERIOR
52 51 EXTERIOR
72 OR 73 72 OR 73
46 _I--11—
� 113 9
^48 �1 0 n n n n In n n n n n
ASSEMBLY DETAILS _
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 INTERIOR
28 28 30 7
27 63 26 27 63 11
600R61 60OR61
29
2g 14
65 65 5
EXTERIOR 111 62 EXTERIOR
111 62 90`
P-HOOK FOR FLAT SILLS DE P-HOOK FOR BOX SILLS EXTERIOR INTERIOR EXTERIOR
e(EXT.
OR INT. MOUNT) EXT. MOUNT ONLY a 900
LOCK PART LOCK PARTS LOCK PART
103 75&107-110 103 75&107-110 61 75&107-110 _
113
Ljo
60 60 61 61 118 C
EXTERIOR 113 EXTERIOR 113
113 103 119 L]
EXTERIOR
67 68
E WITH STANDARD STILES#60 6'�\STANDARD ASTRAGAL#67 DL WITH HEAVY-DUTY ASTRAGAL#68 OUTSIDE CORNER
H H AVY-DUTY STILES#61 N9 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
4 INTERIOR
1350 5
Rs
5
1350
14 5 61 32
61 103
11 rv-rrnrn
- ------ - -- Item------PGT-- - ------- - -- ------- ----=- - - ---Item -PGT— - - - --- - ---- -=-
# Dwg # PGT# Description # Dw # PGT# 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 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLO,
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 17310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MC
11 17313 617313 FRAME SILL TRACK INSERT 71 1695 71695 1-1/2"X T'X3/4"HIGH FIN SEAL DUST PLUG
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 71032X1 FPFX #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 3116& 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,2A/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 Ill 710X34PPSDAX #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 720X1X #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 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"
----- -------------------------- --------------
0.080 -- ---- - -
1.211" 1.505" �-
-$ � � 0.081" --�
0.081" 02-TRACK HEAD 10 4-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
6.198"
6.526"
0.0.80"
Lrl
1.211" 1.505"
LJ5,r FF
4
0.081" O2-TRACK HEAD W/SCREEN TRACK 9O3-TRACK SILL
(6063-T6 AL) (6063-T6 AL)
7.105" 2-TRAC
6.221" I 15 SCREE
0.080" (6063-T
1.211° 1.505"
�� 1.36"
0.081 O 3-TRACK HEAD O8 2-TRACK SILL W/SCREEN TRACK
(6063-T6 AL) (6063-T6 AL)
c--
-m 9.142" _
0.080
1.211" 1.505"
0.081" O4 4-TRACK HEAD O2-TRACK SILL
(6063-T6 AL) (6063-T6 AL) r-
--- 0.060" - -
- �- -
0.062"
1.260"
0.532'I 4 0.760T�- �_
0.718" --® 0.83" ®-
�� 3.802" 0.752" --®-
0.752" �I
0.574" J 0.796"
0.062'0.264 0.080" 0.062" 0.062
0.075" 0.233"
OOSCREW COVER 11
FRAME �� TRACK 26 SILL P - 28 ADAPTOR MOUNTING P-HOO29 COVERK SCF
(6063-T6 AL) (6063-T6 AL) {6063063T6 AL) (6063-T6 AL) (6063-T6 AL)
- - --- - - - - - 4
2.30" 1.488"
0.080" -� -®--
0.830" 0.062" 0.133"
�,/ 1.600 1.E
080" 1.870"
.016
1.974
-F-- 2.44" -- 3.125" Imo- 3.125"
31 135° CORNER 32 135' FIXED MOUNT so STANDARD STILE 61 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 0IL'J .075"
.075"
1.645"
1.645 0.062" 1.304"
2 49'/.045" J 611
3.25" 0�
0.125"" 0.281" �I
s7 STANDARD ASTRAGAL 68 HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL �g GLAZING 80 7/11
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) BEAD (I.G.) BEi
(6063-T6 AL) PAI
(601
-� 1.003"
-J 4"
0.757" 0.080"
O PANEL CLIPfrIL709"' 2.893" - -�
(6063-T6 AL) L
1.498" 0.133" 1.498"
-j n nay I 0.080" �, q