HomeMy WebLinkAboutProduct Approval MIAMI•DADE MIAMI-DADE COUNTY
SMALIN PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) // Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION l 0 T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE NOA zX� ✓ www.miamidade.gov/economy
PGT Industries,Inc. %_0
1070 Technology Drive, CODE COMPLIANCE
North Venice,Fl.34275
SCOPE: sT. LuciE COUNTYocc , Copy
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This NOA is being issued under the applicable rules and regulations gove§,Trgthee 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-770"Aluminum Sliding Glass Doors w/90'& 1350 corners—L.M.I.
APPROVAL DOCUMENT: Drawing No. PGTO130 Rev D,titled"Series 770 Alum. SGD-LM Impact", sheets 1
through 22 of 22, dated 10/10/14 and last revised on 04/22/20,prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of
Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
1. Max eight(8)panels configuration unit is allowed, having max nominal panel size not to exceed tested height&
width per tables 1 thru 3. See sheets 6,7 and 8 for Design Pressures (DP),glass types, Sill type for Positive DP
limits,applicable Standard or Heavy-Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for
straight configured units, sheet 11 for corner units and sheet 14 for pocketed units.Pockets&Egress requirements
to be reviewed by Building official.
LABELING: Each unit shall bear a permanent label with the 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.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
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# 19-1126.03 and consists of this page 1 and evidence pages E-1, E-2, E-3 & E-4, as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda,P.E.
QMIAMMI.DMEUNTY �'C`G L�`► ' NOA No.20-0429.09
® Expiration Date: February 17,2025
Approval Date: October 15,2020
Page 1
PST Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals under file#15-1013.15
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files See below)
2. Drawing No. PGT0130, titled"Series 770 Alum. SGD—LM Impact", sheets 1 through 22 of
22, dated 10/10/14, with revision A dated 10/08/15,prepared by manufacturer, signed and
sealed by Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2)Uniform Static Air Pressure Test, Loading 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 and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass door, prepared
by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and
sealed by Marlin D. Brinson, P.E.(Submitted under NOA No. 14-0123.10)
2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2)Uniform Static Air Pressure Test, Loading 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, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum sliding glass door, prepared
by Fenestration Testing Laboratory, Inc., Test Reports No.:
FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09, all
signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10)
Along with marked-up drawings and installation diagram of an aluminum sliding glass door,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-
6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028,
FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales,
P.E. (Submitted under NOA No. 09-0826.10)
3. Additional, Reference Fixed window test report FTL-7897 (cardinal spacer)per TAS 201, 202 &
203-94, issued by Fenestration Testing lab (Test report submitted under file#15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition
(2014), dated 01/30/15,prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
1 s�G7
Ishaq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No.20-0429.09
Expiration Date: February 17,2025
Approval Date: October 15,2020
E- 1
PUT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their"Butacite®
PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their"SentryGlas®
(Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51h Edition(2014), dated October 8, 2015,
issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-0128.11, issued to PGT Industries, Inc. for their Series "SGD-770"
Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. expiring on 02/17/20.
2. Evidence submitted under previous approvals under file#16-2609.06
A. DRAWINGS
1. Drawing No. PGT0130, titled"Series 770 Alum. SGD—LM Impact", sheets 1 through 22 of 22,
dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
B. TESTS
1. Reference 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/
PS, Super, Cardinal&Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test
Reports No(s) FTL-8717,FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all
signed& sealed by Idalmis Ortega, P.E.
C. CALCULATIONS (Submitted under previous NOA)
1. None.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated October 8, 2015,
issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
G. OTHERS
1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770"
Aluminum Sliding Glass Doors w/90° &135' corners - L.M.I., expiring on 02/17/20.
Ishaq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No.20-0429.09
Expiration Date: February 17,2025
Approval Date: October 15,2020
E-2
P13T Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. Evidence submitted under previous approvals under file#17-0420.12
A. DRAWINGS
1. Drawing No. PGT0130, titled"Series 770 Alum. SGD—LM Impact", sheets 1 through 22 of 22,
dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-611 Edition (2017),
dated 04/18/17 and revised on 08/10/17,prepared by manufacturer, signed and sealed by Anthony
Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their"Trosifol®
Ultraclear, Clear and Color PYB Glass Interlayers" dated 01/19/17, expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance with FBC-6" Edition (2017), dated 08/10/17, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series "SGD-770"
Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I., expiring on 02/17/20.
4. Evidence submitted under previous approval.
A. DRAWINGS
1. Drawing No. PGTO128 Rev C,titled"Series 670 Alum SGD-Non-Impact", sheets 1 through 22
of 22,prepared by manufacturer, dated 02-02-14 and last revised on 11/22/19, signed and sealed
by Lynn Miller, P.E.
C. CALCULATIONS (submitted under file #17-0420.12)
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. for their"Trosifol®
Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their"SentryGlas®
(Clear and White) Glass Interlayers", expiring on 07/04/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (6th Edition) and letter of no financial interest,
prepared by PGT, dated 11/22/19, signed and sealed by Lynn Miller, P.E.
G. OTHER
1. This NOA renews NOA# 17-0420.12, expiring April 07, 2025.
Ishaq I. Chanda,P.E.
Product Control Unit Supervisor
NOA No.20-0429.09
Expiration Date: February 17,2025
Approval Date: October 15,2020
E-3
PtT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
5. New Evidence submitted
A. DRAWINGS
1. Drawing No. PGTO130 Rev D,titled"Series 770 Alum. SGD -LM Impact", sheets 1 through 22
of 22, dated 10/10/14 and last revised on 04/22/20,prepared by manufacturer, signed and sealed
by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading 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
along with marked-up drawings and installation diagram of all PGT Industries, Inc. representative
units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones,prepared by
Fenestration Testing Laboratory, Inc., Test Reports No.:
FTL-7897,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14
FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal) FTL-20-2107.2,
PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal) FTL-20-2107.3, PGT
PW7620A Aluminum Fixed Window(unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A
Aluminum Fixed Window(unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis
Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 711 Edition
(2020), dated 03/26/20, prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Glazing complies with ASTM E1300-04, -09, -12 and -16.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America,Inc. for their"Trosifol®
Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their"SentryGlas®
(Clear and White) Glass Interlayers", expiring on 07/04/23.
F. STATEMENTS
1. Statement letters of conformance to FBC 2020(7th Edition), dated 03/26/20, prepared, signed&
sealed by Lynn Miller, P. E.
G. OTHER
1. This NOA revises NOA#19-1126.03, expiring 02/17/25.
Ishaq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No.20-0429.09
Expiration Date: February 17,2025
Approval Date: October 15,2020
E-4
IGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. A to min. .22 -1/ "
3N LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. All Concrete (min. TM ksi) 1-1/2"
ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 1/4" DeWalt/Elco Jamb/ P-hook Filled Block (ASTM C90) 2"
Aggre-GatorG Jamb/P-hook Hollow Block (ASTM C90) 2" ,
E 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS All Southern Pine (SG= 0.55) 1"
ALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO Southern Pine (SG- 0.55) 9/16"
-1ER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE #12 Steel SMS (Gr. 5) 6063-T5 Aluminum 3/8"
BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. B (min. of 3 threads All A36 Steel 3/8"
JOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. beyond metal substrate) Gr. 33 Steel Stud 3/8"
',REWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH All Concrete (min. 2.85 ksi) 1"
kLANT. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF 1/4" Elco U1traCon® Jamb/ P-hook Hollow Block(ASTM C90) 1"
_L BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. Head/Sill Concrete (min. 3 ksi) 1-5/16"
-CO ULTRACON, DEWALT ULTRACON+, DEWALT/ELCO CRETEFLEX AND C 1/4" DeWalt Jamb/P-hook Concrete (min. 3 ksi) 1"
,'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN UltraCon®+ Jamb/ P-hook Hollow Block(ASTM C90) 1"
All Southern Pine (SG= 0.55) 1"
AS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE All Concrete (min.2.85 ksi) 2-1/2"
BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 1/4" Elco UltraCon® Jamb/P-hook Filled Block (ASTM C90) 2-1/2"
iT BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER Jamb/P-hook Hollow Block(ASTM C90) 2-1/2"
BUILDING CODE,AS APPLICABLE. D Head/Sill Concrete (min. 3.35 ksi) 1"
1/4"410 SS Jamb/P-hook Concrete (min. 3.35 ksi) 1"
=TL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, DeWalt/Elco
FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554 CreteFlex® Jamb/ hook Hollow Block(ASTM 2-1/2"
Allll 0.55 Southern Pine (SG= 0.55) 1"
ILS ON SHEETS 4&5 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANC!
CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL.
Description(Listed from Exterior to Interior) 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE.
3)FOR THE MINIMUM STRENGTHS OF ANCHORS AND SUBSTRATES,SEE TABLE 5,SHEET 20.
�)Lites of 3/16"HS Glass with.090"PVB Interlayer 4)HOLLOW BLOCK VALUES MAY ALSO BE USED IN FILLED BLOCK APPLICATIONS.
>.)Lites of 114" HS Glass with.090"PVB Interlayer 5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEY,
?)Lites of 3116"HS Glass with.090"SG Interlayer
?)Lites of 1/4"HS Glass with.090"SG Interayer ANCHOR NOTES
3116"T Exterior Cap+3/8"Air Space+7/16"Laminated; (2)Lites of 3116"HS Glass with.090"PVB Interlayer PROD
1/4"T Exterior Cap+5/16"Air Space+7/16"Laminated; (2)Lites of 3/16"HS Glass with.090"PVB Interlayer 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE as comONLY MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR Buildin
3/16"T Exterior Cap+3/8"Air Space+7/16"Laminated; (2)Lites of 3116'HS Glass with.090"SG Interlayer EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. NOA-N
1/4"T Exterior Cap+5/16"Air Space+7/16"Laminated; (2)Lites of 3/16"HS Glass with.090"SG Interayer
Expiral
'.)Lites of 3/16"ANN Glass with.090"SG Interlayer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET.
')Lites of 1/4"ANN Glass with.090"SG Interlayer By:—
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY Miami-
3/16"T Exterior Cap+3/8"Air Space+7/16"Laminated; (2)Lites of 3/16"ANN Glass with.090"SG Interlayer SECURED, `IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO
1/4"T Exterior Cap+5116"Air Space+7/16"Laminated; (2)Lites of 3116"ANN Glass with.090"SG Interlayer SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.
1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER
:NED LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE
GENERAL NOTES............. 1 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE
PVB BY KURARAY AMERICA,INC. EXAMPLE CONFIGS..........2-3 REVIEWED BY THE BUILDING OFFICIAL.
3®BYKURARAYAMERICA,INC. GLAZING DETAILS............ 4,5
ANCHORAGE 6-14 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS
.....................
kTING IMPACT RATING PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY
DN RATED FOR LARGE&SMALL DESIGN PRESSURES.......6-8 HAVING JURISDICTION.
MISSILE IMPACT RESISTANCE INSTALL DETAILS..............12-14
ELEVATIONS..................... 15,16 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT
SED: PANEL/SILL TYPES.........17 REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT,MAX. 1/4"THICK&3400
ING CODE(FBC),7TH EDITION CROSS SECTIONS............18,19 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE
ING CODE(FBC),6TH EDITION PARTS LIST....................... 20 SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO
SUBSTRATE. IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED
8 FOR WOOD CONSTRUCTION
EXTRUSIONS.................... 21,22 BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE -
'
JIANUAL,ADM-2015 AUTHORITY HAVING JURISDICTION. l -0
X\ i —,\ i 2)90° & 135°CORNER CONFIGURATIONS (;AN
I I OF ANY 2 STRAIGHT CONFIGURATIONS.
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"O"= INOPERABLE PANEL,
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11 1 13 19 19 19 19 19 I�¢�
I w w i 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
° "X"=OPERABLE PANEL,
POCKET I cr3 "O"= INOPERABLE PANEL,
"P"=POCKET
6-PANEL CONFIGURATIONS c w c Fc
12 13 1 13 2 13 DETAIL LETTER
MAX'. UNIT WIDTH J��"w"=WOOD OR METAL INSTALLATOOI
® "c"=CONCRETE INSTALLATION
JIDTH A Ac w Bc Cc SHEET NUMBER
:S 1-3 12 13 1 13 1 13
w Gc Jw Jc i DLO WIDTH= NOM. PANEL WIDTH-7"
1 13 19 19 19 t
19 t19
14 14 1
1 Q DLO HEIGHT= DOOR UNIT HEIGHT-10.125"
1 13 19 19 19 19 14 14 %°w^ PANEL HEIGHT= DOOR UNIT HEIGHT- 1.8661 13 19 9 19 19 Iti Q
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7-PANEL CONFIGURATIONS c c PRO
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Ac w c Cw Cc mi
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8-PANEL CONFIGURATIONS
w wAEPw F
1 13 1 13 1 13
)0" PVB .090 SG 3/16" HS GLASS
3LASS 74 3/16" HS GLASS (4N
3/8"AIR SPACE 74
01
3/16"T GLASS
82
83
3GLASS EXTERIOR
124-127 3/4 NOM.
BITE GLASS
BITE
411 - EXTERIOR
80 �j
n f 79
54
55
INATED GLASS, TYPE G3 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5
NOM. 9/16" NOM. 1"NOM.
3/16" HS GLASS
3LASS 1/4" HS GLASS .090" PVB
)" PVB .090" SG 3/16" HS GLASS
LASS 74 1/4" HS GLASS 74 5/16"AIR SPACE 74
1/4"T GLASS PRO[
82
as con-
83 Buildir
3/4" NOM. 3/4" NOM. NOA-n
EXTERIOR 3/4" NOM. Expira,
GLASS GLASS 124-127 GLASS
00 BITE a BITE BITE By
EXTERIOR Miami-
81 V�
'103 r"',
0�079
54 54 55
NATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A
�c
ITHENED _ v
SEE SHEET 15 FOR SPACER DETAILS. _�Q :
iG - - -- -- Uuu"SCE r
kSS .090" SG 3/16"ANN GLASS
-
3/16"74 3/16"ANN GLASS 74 3/8"AIR SPACE 74
3/16"T GLASS
- \ 1% 1""bN I'�, 82
83
3/4" NOM. EXTERIOR 3/4" NOM. 3/4" NOW
GLASS G7 GLASS 124-127 GLASS
BITE BITE
BITE EXTERIOR
80
. a
79
54 55
55
-ED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8
1" NOM. 9/16"NOM. 1"NOM.
%SS 3/16"ANN GLASS
3G 1/4 ANN GLASS .090"SG
kSS .090"SG 3/16"ANN GLASS
�E (34N
1/4"ANN GLASS 74 5/16"AIR SPACE 74
1/4"T GLASS PRO,
.
82
83 as co
Buildi
3/4" NOM. NOA-
EXTERIOR GLASS 3/4" NOM. Expir;
a 124-127 GLASS —
BITE BITE By.-
Miam
EXTERIOR
81 a 79
54
55
ED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE G8A
THENED
SEE SHEET 15 FOR SPACER DETAILS. -n
uH ana 69-7/8" DLO 73-7/8" DLO 79-7/8" DLO 85-7/8" DLO Flush-1-1/2" see note 3
s shown Low-2-1/2" +46.67
Anchor Group Anchor Group Anchor Group Anchor Group Medium-3-1/4" + 60.0
A B C D A B C D A B C D A B C I D High-4" + 60.0 a
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 SEE NOTES 1-3
amb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8
hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
ad/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
amb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8
hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
id/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 04+1 C4+1
amb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8
hook 6+7 6+7 6+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 OH LEN,
id/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 F
amb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 =
hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8. 7+8 7+8 7+8 7+8 7+8 7+8 0
ad/Sill C4+2 C4+2 C4+2 C4+2 r,4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 y OOI OH
amb 8 8 8 8 8 8 8 8 8 8 8 8 10 8 8 8 s0 0
hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+g 7+8 7+8 7+8 7+8 7+8 7+8 7+8
USING TABLE, SEE SHEET 8.
OH RATIO= a
URES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL.
E 2-1/2"SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4"SILL, POSITIVE WATER DP IS
.N USING THE 4"SILL, POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED). SEE DLO WIDTH=
NOM. PANEL WIDTH-7"
12"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST
ERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= PRO
DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" Bu di
M); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. NOA-
14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= expire
OMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT- 1.866"ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. By.—
Miam
P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135*Astragal Lockstile @
Assembly Straight Astragal Assembly 90°Astragal Assembly 135"Astragal
Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Standard Astragal Outside Corner Inside
Outside Corner
Corner
Inside
Inside Corner Corner Outside
Corner
Part#60(Stile) Part#61(Stile} Part#119(Out.) Part#61(Stile)
Part#60 Part#60 Part#67(Astragal) Part#60 Part#118(Corner Part#120(In.) Parts#31  Part#61
Receiver) (Corn.&Fxd Mount) _-O
I/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 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+ C4+1
nb 8 8 a 8 8 1 8 8 8 8 1 8 8 8 1 8 8 1 8 8 10 10 10 10 10 10 10 1 10 10 10 10 10 10 10
ook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10
I/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 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
nb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10
ook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10
I/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 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
nb 8 8 8 8 8 1 8 8 8 8 8 8 8 8 8 8 1 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10
ook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+1C
I/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 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1
nb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 12 10
ook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+1C
I/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 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+,
nb 8 8 8 8 8 8 8 8 8 8 8 8 10 8 8 8 10 10 10 10 10 10 10 10 12 10 10 10 12 10
ook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+91 8+9 1 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+1C
I/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+2R7+8
C4+2 C4+2
nb 8 8 8 8 8 8 8 8 10 8 8 8 10 8 8
ook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
I/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 Not available In these sizes
nb 8 8 8 8 S 8 8 8 10 8 S 8 10 8 8
ook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8
FOR EXAMPLE ON USING TABLE, SEE SHEET 8. DLO WII
NOM. P/
;URES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL.
E 2-1/2"SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4"SILL, TABLE 2A: DLO HE
)P IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX Silt Height to Max. (+)DP DOOR L
JNCHANGED). SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH
/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" = PANEL I
UST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. Sill Riser Height (+) Design
(Flat or Box see u1 DOOR L.
PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Sheet 17 Pressure, psf = 0 OH RATIO>_ 1 PROI
MPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS ) = p as Coll
►ATER INFILTRATION. Flush-1-1/2" see note 3 p Buildii
14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-1/2" +46.67 NOA-1
OMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-1/4" + 60.0 Expira
ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE High-4" + 60.0 OH LENGTH By.—
SEE NOTES 1-3 OH RATIO= OH HEIGHT Miami
TILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2, SEE SHEETS 21 &22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS.
P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135`Astragal Lockstile @
Assembly Straight Astragal Assembly 90"Astragal Assembly 135°Astragal
Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Standard Astragal Outside Corner Inside
Outside Corner
;Et� Corner
11
Inside
Inside Corner Corner Outside `
C
Corner _ �•
Part#61(Stile) Part#61(Stile) part#119(Out.) Part#61(Stile) = �t
Part#61 Part#61 part#67(Astragal) Part#61 Part#118(Corner Part#120(In.) Parts#31  Part#61 _
Receiver) (Corn. &Fxd Mount) "l7
�9
A B C D A I B I C D A B C D 1 A I B C D A I B C D A B C D r1U5n- I-
�n Pressure +/-g0.0 f +/-82.5 psf +/-75.0 psf L6-, �1,
iead/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 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 Mediwr�-3
Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 High_4
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 1 8+9 1 8+9 SEE NOTE:
In Pressure +/-90.0 psf +/-82.5 psf +/-75.0 psf
lead/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 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
Jamb 8 8 8 8 8 8 8 8 10 8 8 8 10 8 8" 8 10 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 1 8+9 8+9
7n Pressure +/-90.0 psf +/-82.5 psf +/-75.0 psf
lead/Sill C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1
Jamb 10 8 8 8 10 8 8 8 10 8 8 8 12 10 8 8 12 10 10 10 10 10 10 10
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 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9
7n Pressure +/-90.0 psf +/-82.5 psf +/-75.0 psf
lead/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+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
Jamb 10 8 1 8 1 8 1 10 1 8 8 1 8 1 12 1 10 1 8 1 8 12 10 8 1 8 12 10 10 10 12 10 10 10
P-hook 7+8 7+8 7+8 7+8 7+8 1 7+8 1 7+8 1 7+8 8+9 1 8+9 1 8+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 8+9 8+9 W
7n Pressure +/-90.0 psf See Note A ow. +/-82.5 psf +/-75.0 psf =
dead/Sill C5+2 C5+2 C4+2 C4+2 C5+2 !C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 +2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 Jamb 10 8 8 8 12 10 8 8 12 10 8 8 14 12 8 8 14 12 10 10 14 10 10 10
P-hook 7+8 7+8 7+8 7+8 8+9 +9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 +10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
NOTE A: +/-90.0 PSF FOR GLASS TYPES 4, A, 6, 6A, 7A, 8&8A; +/-87.1 FOR GLASS TYPE 7
EXAMPLE ON SHEET 9
JRES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. OH R
:2-1/2"SILL, POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL, POSITIVE WATER DLO WIDTH=
NOM. PANEL WIDTH-7
WHEN USING THE 4"SILL, POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES
TABLE 3A. DLO HEIGHT=
2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND DOOR UNIT HEIGHT-10.125" PROI
D WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN as co
ED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT- Build!
:E ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" NOA-
4 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. Expir:
)MPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
kRE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. By.—
Miam
TILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3, SEE SHEETS 21 &22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS.
P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90"Astragal Lockstile @ 135*Astragal Lockstile @
Assembly Straight Astragal Assembly 90"Astragal Assembly 135"Astragal
Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile
Heavy-duty Astragal Outside Corner Inside
Outside Corner
Corner
41 Inside
I Corner Outside
Inside Corner
Corner
Part#61(Stile) Part#61(Stile) Part#119(Out.) Part#61(Stile)
Part#61 Part#61 Part#68(Astragal) Part#61 Part#118(Corner Part#120(In.) Parts#31  Part#61
Receiver) (Corn.&Fxd Mount) D
_ 3
IVIVVIV 111VV L X ^ ^, x• X x •x ^ x
INSTALLATION, ADAPTER 1 6"MAX.Ll�
(°j-� x X x x x �` x x x x '
THIS SHEET ANCHORS MIDWAY l xxx X
Ii°i 3"MAX.
&SHEET 14 BETWEEN P-HOOK '
ANCHORS &AT 3" I '°i x_ x
- FRAME x
FROM TOP & i a-- 14"MAX.O.C. I0I ANCHORS 96
•' l BOTTOM I o I°I o UNIT 2'
HEIGHT
8 MAX. TO OPENING co I®I '
I � n ®= P-HOOK
EDGE OF POCKET SEE 1 W q O ANCHORS x x
1 0 ® 14' MAX.O.C.
INSTALLATION I o w Z
DETAILS 'Jc' &'Kd, i '®' m 0= P-HOOK
END PANEL SHEET 14&PART i w 4 0 '° X MOUNTING x
ANCHORAGE DETAILS 'J' &'K', I v � I I x
o 3' MAX. ADAPTER
(2 ANCHORS) SHEET 19 FOR I ° .. ANCHORS - -
P-HOOK I------6"MAX. X x x x
x
ANCHORS END PANEL x x x x x x x x % x .�
ANCHORAGE x` x. x X X X x x x x x x ' 6"MAX.
ANCHORAGE ✓ x ' x x x x x '
(SEE SKETCH BELOW) +2" "+2" —\—"+2'1 ANCHORAGE ANCHC
_CENTERLINE 8"MAX.,TYP. ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04"
EXAMPLE: 5-PANEL, 2 TRACK, 90' OUTSIDE CORNER-pXX/XXO-EXT. MOUNT POCKET ANCHORAGE PLAN:
48"x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) 6" SPLI
ANCHORAGE EXAMPLE NOTES: NON
1)APPROVED ANCHORS: SEE TABLE A, SHEET 1 END PANEL ANCHOR EXCEPTION,("+1"ANCHORAGE ONLY). ANC
_ 2)ANCHOR LOCATION SPACING FOR ANCHOR DISTANCE TO NEXT EXTERIOR AS N
QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: CLUSTER TO BE HEAT
CENTERLINE OF 24"O.C.OR LESS 21„ �— OCC
—INTERLOCK HEAD&SILL: 8" MAX. FROM FRAME CORNERS.
SEE"C5"CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE 1 PRO
TABLES, SHEETS 6-8 AT EACH INTERLOCK AND as co
—DETAILS, SHEET 10 CENTERLINE OF END PANEL Build!
FOR INTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY NOA—
PLUS SPECIFIED QUANTITY OF ADDITIONAL REQUIRED IF THE O.C.DISTANCE TO THE PANELS
ARE ONLY 5.64 Expire
—"+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT —
�� REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: By:
ADDITIONAL ANCHORS 24 O.C. MAXIMUM. 6"MAX.
— Miam
_CENTERLINE JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX.ANCHOR PAIR O.C. (JAMBS), 14"MAX.ANCHOR
OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE 2-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
"+2"ANCHORAGE ANCHOR PAIR
REQUIRES SEE"C5"CLUSTER END PANEL
"C6"CLUSTER, SEE CENTERLINE DETAILS, SHEET 10 �+—CENTERLINE ANCHORAGE
DETAILS, SHEET OF
11 INTERLOCK FOR ASTRAGAL I ASTRAGAL (2 ANCHORS) 8"
4.051" I 3.5" I MAX.
• • • 'y Ze/
CENTERLINE CENTERLINE CENTERLINE
OF PANEL 3 +2 ANCHORAGE OF PANEL 4 +2 ANCHORAGE OF PANEL 5
v SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS - et '
a
2.04" " 4" 5.64" MAX-
2.04
I �
5"
71, EXTERIOR 4"DIAG. J VW�
7++ EXTERIOR 6"MAX. 111
K FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL ID2-TRACK FRAME HEAD/SILL -,A CK
___
G +,
AL OR fNTERLOCK 0 ASTRAGAL OR INTERLOCK a�ASTRAGAL OR INTERLOCKMB 6 FRAME JA MAX
UHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER , HOR PAIR
'ARE REQUIRED, "C4"
ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED, C6 ) ANC
6"DIAG.
DR�SPLICE LOCATION ASTRAGAL OR TERIOR
-K IF NEEDED (FOR SPLICE ASTRAGAL OR SPLICE LOCATION EX-�-"
NE INTERLOCK-] CONDITION, USE INTERLOCK- -rIF NEEDED 2.04 LN-CHORS M
I 3.5,� f- CENTERLINE I "C6"CLUSTER DETAIL) CENTERLINE 3.5" A
3.5" 7" EITHER IN TI
r- 21" TRACK(INT.
' I MAX.
2.04" 4"DIAG. O.C. NOTE
4.08" 4.08" 1.ALL
2.04" 5.64" ARE E
I ALLON
2,FOf
7" EXTERIOR 7�� 4" DIAG. EXTERIOR 3,5" 6+'MAX. LOCA
X FRAME HEAD/SILL �/ 3-TRACK FRAME HEAD/SILL t/ 3-TRACK FRAME HEADISILL3. P-HOC
AGAL OR INTERLOCK a-ASTRAGAL OR INTERLOCK Cap ASTRAGAL OR IN TE_ RLOCK 3 TRACK FRAME�AMg
ANCHOR PAIR pRC
WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER as C(
5 ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, Build
__ FOR SPLICED
_� .---- c-•- _._-- - _ T "^''�! ��" L!-=- --""" ONLY:
R SP Cl; (FOR SPLICE NOT CONDITIONS EOp l
ERLINE ! ,CONDITION +Js ASTRAGAL OR SPLICE LOCATION
c6"CLUS7-E INTERLOCK CONDITION, DO By.
R D -sCE USE THIS DETAIL) IF NEEDED
3.5 ETgIL) - NTERLINE 3.5 Miart
3.6' 7„
2.04,, 4„DIAG
k-F 2.04" �„ DIAG. 2.04„
IGq�MFHE 5.37"DIAG. 4"DIAG•
OR IN AO'sl'
aR�RFQU USR��` xT�_ 4.os"
2.04"
4_7�CK 7" 3.5"
gSTRgGA O E 1 IEAD�s�L� EXT� ERIOR 7.,
3.5„ ;
W R INTERLOCK 4-TRACK FRAME HEAD/SILL
ASTRAGAL OR INTERLOCK
(usE WHERE 6 CLUSTERANCHORS ARE REQUIRED,"C6
WITHOUT SPLICE CONDITION
)_X I kK1UK o 4'* LJIAIi. o �/ 4` UTAU.
-0 g
03 4" 3.5" ..'' 3 5"
4 4„ +2„ 7„ EXTERIOR 4„ 2.04" 7��
2.04 EXTERIOR 2.04
„ EXTERIOR 8.94"
2.04"
R 90° CORNER 135°CORNER 1350 CORNER
1EA_ D_ /�SI�L 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 3 5
:LUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER
UIRED, "� ANCHORS ARE REQUIRED, "C6") ANCHORS ARE REQUIRED, "C4" ANCHORS ARE REQUIRED, "C6")
4.08" `—"
OR
EXTERIOR INTERIOR ��
4.08 "+1"ANCHOR "+3"
o _
3.5" INTERIOR 7.41"
900 ° 7" 135° 2.04"
EXTERIOR
3 I 3.5" 3
°
1"D G. 4.08" 7„ 7"
5.37"DIAG.
o ° °
CENTERLINE
.5" 4" 3j" OF PANEL 2-TRACK F
— 7" EXTERIOR 7" 411 INTERIOR ON "+2"ANCHOR INTERMEDIAI
0° CORNER135° CORNER EXTERIOR VIEWS
FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL
R CLUSTER REQUIRED ("26"ANCHOR CLUSTER REQUIRED
-TRACK CORNERS) AT ALL 3-TRACK CORNERS) " 4"DIAG. PRC
as c'
Built
INTERIOR 2.04 NOP
2.04" 6.12" 3.5" — Expi
EXTERIOR „
ENTERLINE .
INTERIOR 5.88 [—�OF PANEL By
Mia
4„ 3 5" 135° 2.04" "+3"ANCHOR
DIAG. 7 O
° 6.12" G 3.5" 4.08"
„
° 7" EXTERIOR
0
0 0
7„ 4„
4" DIAG. 3.5" 3.5" 1
EXTERIOR 4" CENTERLINE
F 9 CORNE;R 2.04" I'*—OF PANEL
FRAME M 135°CORNER ---------_____ _
q EAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL
,4 R �LUST�R REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT
RACK CIORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR)
T 11S
`2.
• L
Uc
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., ? n
OR SEE ANCHOR NOTES TYP., SEE ANCHORZ SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES SF
r 1 &TABLE A, SHEET 1 NOTE 3, SHEET 1 &TABLE A, SHEET 1 NOTE 4, SHEET 1 &TABLE A, SHEET 1
2-TRACK FRAME HEAD E 3-TRACK FRAME HEAD E 4-TRACK FRAME HEAD MI
*E
w WOOD.INSTALLATION Bw WOOD INSTALLATION Cw METAL INSTALLATION
OF
FOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DE
R NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
SHEET 1 NOTE 3, SHEET 1 SEE &TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE &TABLE A, SHEET 1 NOTE 4, SHEET 1
ANCHOR ANCHOR MIN. OF
NOTE 5 NOTE 5 THEME
1 SHEET 1 - 1 SHEET 1
(1/4 MAX.) '"•' (1/4 MAX.)
EXTERIOR EXTERIOR LEMBEDM
TABLE A,
* 2-1/16"* �2-1/16" EDGE* DID c
DISTANCE: EDGE DISTANCE: SEE TABL
A, SHEET 1 SEE TABLE A, SHEET 1
SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1
2-TRACK FRAME SILL E 3-TRACK FRAME SILL 4-TRACK FRAME SILL
w WOOD INSTALLATION Ew WOOD INSTALLATION Fw METAL INSTALLATION
EMBEDMENT:SEE PROID
TABLE A, SHEET 1 as con
Buildin
EMBEDMENT: SEE NOA-N
TABLE A, SHEET 1 �I EDGE DISTANCE: Expiral
SEE TABLE A, By,
:EE METAL TYP., r.
SHEET 1 Miami-
:T 1 -- EDGE DISTANCE: SEE ANCHOR
EDGE DISTANCE: O SEE TABLE A, NOTE 4, SHEET 1
SEE TABLE A, 2X WOOD SHEET 1
SHEET 1 TYP., SEE ANCHOR
NOTE 3, SHEET 1 2-1/16"
SMS ANCHOR TYP.,
2-1/16"* SEE ANCHOR NOTES
2-1116"* &TABLE A, SHEET 1
WOOD ANCHOR TYP., MIN. OF 3
SEE ANCHOR NOTES THREADS
O &TABLE A, SHEET 1
EXTERIOR BEYOND THE
�- EXTERIOR METAL
IM ID
1/4"MAX. SHIM —►�I-*— SUBSTRATE �•'
1/4" MAX. SHIM ' 7;-
W32-TRACK FRAME JAMB E 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB v L
WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION
y r -L 1 �n
1/4" EXTERIOR 1/4" EXTERIOR
MAX. MAX. �• 10
SHIM SHIM
ED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR T
, SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES 5
HEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD ® 4-TRACK FRAME HEAD
,c CONCRETE INSTALLATION 0 CONCRETE INSTALLATION cc CONCRETE INSTALLATION
IOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURES
NO"IA
WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., S
SNCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHE
SEE ANCHOR SEE ANCHOR
NOTE 5, NOTE 5,
SHEET1 SHEETI
(I/4"MAX.) (1/4" MAX.) _.,..; :. •,-. •. .;w�.
EXTERIOR
CONCRI
2-1/16 2-1/16"'` PER TA
DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A, SHEE
4, SHEET 1 PER TABLE SEE TABLE A, SHEET I PER TABLE SEE TABLE A, SHEET 1
SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1
132-TRACK FRAME SILL ® 3-TRACK FRAME SILL ®4-TRACK FRAME SILL
c CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET I PROI
e' as coy
EMBEDMENT: SEE Buildi
TABLE A, SHEET 1 -~I EDGE DISTANCE: iuoa-
SEE TABLE A, Expir:
EDGE DISTANCE:
PROPERLY SECURED
;EE CONC./CMU ANCHOR SEE TABLE A, SHEET 1 BY�—
1XWOOD BUCK TYP., '
TYP., SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, Miam
EDGE DISTANCE: NOTES&TABLE A, SHEET 1
SEE TABLE A, SHEET 1 r 2-1/16"
,:•: SHEET 1 ' 2-1/16"
CONC./CMU ANCHOR
PROPERLY SECURED TYP., SEE ANCHOR
2-1/16" " NOTES&TABLE A,
L I WOOD BUCK TYP., A =:.
SHEET 1 CONCRETE
SEE ANCHOR NOTE 3, CONCRETE
'•` SHEET 1 . . OR CMU OR CMU
CONCRETE EXTERIOR +; PER TABLE
OR CMU EXTERIOR PER TABLE ;' A,SHEET 1
M �-- �L,PER TABLE A, SHEET 1 a..' Q
A, SHEET 1 1/ 1/4" MAX. SHIM —►�I�—I
1/4" MAX. SHIM I+-
D2-TRACK FRAME JAMB 6a 3-TRACK FRAME JAMB E 4-TRACK FRAME JAMB
CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION = '•
i lI'1J LC/•1, JfICC 1 r--nuur\lvluu1V 1 IM7 HUHr' mm --' •'-'
I WOOD ANCHOR TYP., INFILTRATION CONC./CMU
c� SEE ANCHOR NOTES " ANCHOR TYP., SEE z'
26 ANCHOR NOTES&
&TABLE A, SHEET 1 TABLE A, SHEET 1
(ALSO SEE TYP, '
1 28 ILLUSTRATION, SHEET 9) 1-1/4 MIN. EDGE DISTANCE
EDGE DISTANCE: SEE a EXTERIOR
• *'^ `'
EMBEDMENT: .r' • " ,
TABLE A, SHEET 1 :"-' '•
SEE TABLE A, "" P-HOOK MOUNTING
.26
1 • :d. .
EXTERIOR
SHEET 1 ;q:' ,�` ADAPTER CONC./CMU
• , ,>�� ;
D ANCHOR TYP., ►'L ANCHOR TYP., SEE
ANCHOR NOTES V P-HOOK �,: . •A '.:::�. . . . , ANCHOR NOTES &TABLE
ABLE A, SHEET 1 CONCRETE OR EMBEDMENT: SEE A, SHEET 1
(ALSO SEE TYP. 2.693"MIN. CMU PER TABLE TABLE A, SHEET 1 (ALSO SEE TYP.
ATION, SHEET 9) EDGE DISTANCE A, SHEET 1 ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS @PARTS
P-HOOK FOR USE WITH ANY SILL RISER
PARTS#18,#20,#22 OR#24, #18,#20,#22 OR#24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A, 2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A, 2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION
P-HOOK MOUNTING
EMBEDMENT: SEE P-HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE ADAPTER CONCJCMU.
TABLE A, SHEET 1 ADAPTER SMS CMU PER TABLE TABLE A, SHEET 1 ANCHOR TYP., SEE
ANCHOR TYP., SEE
A, SHEET 1 ;. ANCHOR NOTES &TABLE
ANCHOR NOTES
�.;: .. ,'. r:• ' ., A, SHEET 1
28 &TABLE A, SHEET 1 EMBEDMENT: >r �� (ALSO SEE TYP. PRO[
(ALSO SEE TYP. �'= :' •� ILLUSTRATION, SHEET 9) as cor
SEE TABLE A,, ',•:'..;:Y.+','.;.:. y Buildh
1 SHEET 9) SHEET 1 Z$ Noa-r
L 4
Expira
EDGE DISTANCE: SEE —
1 TABLE A, SHEET 1 ,®. . 1-1/4"MIN. EDGE DISTANCE By:_
30 Miami•
30
S ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU EXTERIOR
ANCHOR NOTES J� ANCHOR TYP., SEE
46LE A, SHEET 1 V ANCHOR NOTES&TABLE
LIT
(ALSO SEE TYP. 2.693"MIN. A, SHEET 1
ATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE
MIN.
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE,WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS
Kw PARTS#19,#21,#23 OR#25, Kc PARTS#19,#21,#23 OR#25,
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR
(SEE TABLES 1A, 2A&3A MOUNT (SEE TABLES 1A, 2A&3A MOUNT
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY =
:�3
\ EXTERIOR '
INDIVIDUAL
i
ONS AS 900
'/ANCHOR PANEL PANEL
FOR MAX. PANEL TYPE TYPE PANEL CORNER DETAIL'NZ,
TYPE 1 TYPE SHEET 19&CORNER
MDTH. SEE ,A, QS AS ,K, ANCHORAGE SHEET 11 '
SECTION MAX. UNIT
S 12-14 FOR NOM.
LS. HEIGHT INTERLOCK DETAIL
PANEL PANEL DLO PER 'M', SHEET 19
i & 107-110 AT WIDTH TYP. EXTERIOR INT
HEIGHT SEE PER HEIGHT TABLES
CKING INTO NOTE 2 TABLES 1-3 1-3
T FRAME JAMB mot, A
(CABLE x 18; I INSTALLATION MB 3,, SHEET
DETAILS
X
aCK. X X 'Gw' &'Gc', SHEETS 12& 13
DP/ANCHOR
' 90o DLO WIDTH = NOM. PAI
DETAIL'D', SHEET 18; DLO HEIGHT= DOOR U
STALLATION DETAILS EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX PANEL HEIGHT= DOOF
','Dc', SHEETS 12& 13
SILICONE HOT-MELT BUTYL
STRUCTURAL
SILICONE SILICONE
STRUCTURAL 1/4"NOM. FOAM 3/16"NOM.
BY OTHERS POLYISOBUTYLENE WITH
WITH DESICCANT DESICCANT
EXT.GLASS EXT.GLASS
#8 X 1"
#10 X 1-1/2" PH SMS PRO
PH SMS as co
Build!
INT.GLASS INT.GLASS NQA_
�za KODISPACE 4SG TPS �zs SUPER SPACERONXTT"' Expire
By:_
Miam
ALUMINUM
REINFORCEMENT pOLYISO- DESICCANT FILL AREA
BUTYLENE 5/16"NOM,
;NER FRAME CORNER 5/16"NOM. SEAL
DETAIL BUTYL& ROLL-FORMED SILICONE SEAL
DESICCANT STAINLESS STEEL
FOAM
EXT.GLASS
Description Material EXT.GLASS
i 4SG TPS Spacer System
per Spacer nXT with Hot Melt Butyl See this
Sheet for INT.GLASS INT.GLASS = �-
raseal Spacer Materials
Edge Spacer DURASEAL® SPACER ,z7 XL EDGE TMSPACER
'ORTS:FTL-8717,8968&8970 i T
/ r yU— 'CVW' i
PANEL PANEL PANEL
TYPE TYPE TYPE PANEL PANEL PANEL PANEL � 22 t
'D' 'A' APE TYPE TYPE TYKE X °m INTEf
MAX. 'CS' 'QS' MAX. 'M', S
NOM. / / UNIT / UNIT '
PANEL HEIGHT SILL DETAIL NOM. HEIGHT 90' J
WIDTH TYP. / PER 'D', SHEET / PANEL PER DET/
PER SEE TABLES 18; M WIDTH TYP. / SEE PER
COR
TABLES 1-3 NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 1-3 SHEI
SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15 INTERIC
'Dw'&'Dd, ,_r�
X X X SHEETS 12 '-✓ a a EXTERIC
& 13 , X X X X -
MAX. UNIT WIDTH �-)
MAX. UNIT WID
SILL DETAIL'D', SHEET 18; MAX. UNIT WIDTH
EXAMPLE: OXXX INSTALLATION DETAILS
(2-TRACK) 'Dw' &'Dc', SHEETS 12&13 EXAMPLE: 90' OUTSIDE CORNER - XX/XX (2-TRACK)
_DETAILS 'L1'& INTERLOCK DETAIL'M', SHEET 19 JAMB DETAIL DE SHEET 18;
L2, SHEET 19 INSTALLATION DETAILS 'Iw'&
'"1 INTERLOCK DETAIL'M', SHEET 19 'Id, SHEETS 12& 13� HEADER DETAIL'C'
u HEADER DETAIL ( l 1 18; INSTALLATION I
SHEET P-HOOK DETAIL'J'&'K', SHEET 'B', SHEET 18; .� 'Cw'&'Cc', SHEET
DETAILS 19; INSTALLATION DETAILS 'Jw', INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION
> 12& 13 'Jc', 'KTI &' D SHEET 1', DETAILS 'Bw'&'Bc', DETAILS'Iw' &'Ic', SHEETS 12& 13 PRO
SHEETS 12 & 13 as co
MAX. UNIT WIDTH MAX. UNIT WIDTH Build!
NOA-
----- Expire
'ANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL By
TYPE TYPE TYPE TYPE
TYPE TYPE TYPE TYPE 'F' 'F' 1P1 Miam
'R' 'L' 'M' 'F'
MAX.
NOM. o i NOM. UNIT
PANEL z a j PANEL HEIGHT
WIDTH TYP. Q I / / WIDTH TYP. / PER
Uj
SEE. LL��
PER / cr,'` I SEE MAX. PER TABLES
NOTE 2, °a i ---NOTE 2, DLO TABLES 1-3 1-3
AT SHEET 15 i SHEET 15 HEIGHT
I
o a x X L:
x' - o
EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18; EXAMPLE: XXXO SILL DETAIL'F', SHEET 18; -�✓ _
RACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK, BY-PASS) INSTALLATION DETAILS =_
'Ew'&'Ec', SHEETS 12& 13 Fw & Fc, SHEETS 12 & 13 " v
!l Lf u C! i Lu'C/ it i i tl'[T V x 1 1 o - v
= F PP K L TR TQ TC TA
mox our)
s
= B E P A moC �C IC SQ SC -SA
S
RR R FD FC
(aoxom (aoxw)
D M J i
(soxom (eoxw)
LR PANEL NOTES:
(soxoun 1. SEE DP TABLES 1-3, SHE
(� SIZES& DESIGN PRESSURI
N LEFT LJ INTERIOR RIGHT 2. PANEL TYPES NOT SHOD
(SOXIN) PANEL PANEL ARE NOT REQUIRED FOR F
]� U STILE ,�L,EXTERIOR STILE AND ARE NOT AVAILABLE.
T (aoxoun 3. 900 ASTRAGALS TO USE
(eo
` PANEL"E"SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIORN#1R RECEIVER
9)OR INTER
v APPLICABLE STILE/ASTRAGAL REQUIREMENTS.
ASTRAGALS.
(eoxw) (eOX/N)
4. 1350 ASTRAGALS TO USE
ROT Cl (#61)AND CORNER ADDON
SILL RISERS OPTIONS .---�.I �- .zsz" --1 r-- .232"
Q T QS 232 PROI
EXTERIOR
.232" -yI EXTERIOR 062" as col
CT �js EXTERIOR IT^R1OR 062" Buildii
062" 4.055'
lu
j 2.555" 3.305" N0/4-1
1.567" Expira
A T AS DF 062" Miami
Miami
0118 18, SILL RISER FLAT* 20 SILL RISER, FLAT 22 SILL RISER, FLAT 24 SILL RISER, FLAT
CF FLUSH, 1-1/2" GLOW,2-1/2" O MEDIUM, 3-1/4 OHIGH, 4
VT
Y Y
V S V F EXTERIOR EXTERIOR 750" 7501.062" EXTERIOR
EXTERIOR -'MT
� �
WT .
S Y F G7� 062" �5" 3.305.062" 4.055"
.
q4il A 4411
1.567"
SILL RI ,
19* FLUSH SER260X* 21 LOWSILLR2�E2, BOX SILL 23 MEDIUIME3-1/4OX SILL 25 HIGHRI4SER, BOX
Yi
* NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 `' ,