HomeMy WebLinkAboutAPPROVED 20-0427.03 French Door outswingMIAM
0-E MIAMI—DADE COUNTY, FLORIDA
Em PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
TICS OF ACCEPTANCE (NOA) www.miamidade.2ov/economy
PGT Industries, Inc.
1070 Technology Drive,
Nokomis, Fl. 34275
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, has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "FD-750" Outswing Aluminum French Door w/ Sidelites — L.M.I.
APPROVAL DOCUMENT: Drawing No. 8000-11 Rev H, titled "Alum. French Door & Side Lites, Impact",
sheets 1 through 12 of 12, dated 12/23/04 and last revised on 04/20/20, prepared by manufacturer, signed and sealed
by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Section Revision stamp with the
Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section.
ISSILE IMPACTRATING: Large and Small Missile Impact Resistant
Limitations:
1. See sheet 3 for Design Pressures (DP) VS sizes and glass types for doors and Sidelites and overhang /sill options
in sheet 1. When doors are assembled with sidelites, lower design pressures from door or sidelite shall control.
2. See glass options in sheet 1 & 2 and spacer options for insulated glass in sheet 9.
3. See installation anchoring details in sheets 10,11 and 12.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ 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 revises NOA No. 19-1126.08 and consists of this page 1 and evidence pages E—1, E-2, E-3, E-4 and E-5,
as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P. E.
? NOA No. 20-0427.03
MIAMf DADS COUNTY Expiration Date: February 24, 2025
Approval Date: September 17, 2020
Page 1
1
PGT Industries, Inc.
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12
of 12, dated 12/23/04, with revision "E" dated 10/12/11, 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) 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 using a
low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Report No. FTL 5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E.
(Submitted under previous NOA No. 09-1028.10)
along with marked —up drawings and installation diagram of an aluminum doors of OXXO
configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4921, dated
07/17/06, signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted under previous NOA No. 05-0419.03)
2. 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked —up drawings and installation diagram of an aluminum doors of OXXO
configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4528, dated
02/14/05, FTL-4315, dated 09/13/04, both signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted under previous NOA No. 05-0419.03)
3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked —up drawings and installation diagram of an aluminum doors of XXXO
configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4529, dated
02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated 09/01/04, all signed and sealed by Edmundo
J. Largaespada, P. E.(Subitted under previous NOA No. 05-0419.03)
4. Test reports on: 1) Uniform Static Air Pressure Test, Loading 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 an aluminum outswing French door,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4312, dated 09/13/04, signed
and sealed by Edmundo J. Largaespada, P. E.(Subitted under previous NOA No. 05-0419.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC
2014, 511 Edition, prepared by manufacturer, dated 10/11/11, signed and sealed by A. Lynn
Miller, P. E.
2. Glazing complies with ASTM E1300-04/ 09 QIA
Ishaq I. Chanda, P. E.
Product Control Unit Supervisor
NOA No. 20-0427.03
Expiration Date: February 24, 2025
Approval Date: September 17, 2020
E-1
PGT Industries
D. QUALITY ASSURANCE
1. Miami —Dade Department of Regulatory and Economic Resources (RER).
1
1. Notice of Acceptance No. 144916.10 issued to Kuraray America, Inc. for their "Kuraray
PVB Glass Interlayer" dated 02/19/15, expiring on 12/11/16.
2. Notice of Acceptance No. 144423.15 issued to Eastman Chemical Company (MA) for their
"Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated
06/19/14, expiring on 12/11/18.
3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (A) for their
"Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18.
F. STATEMENTS
1. Statement letter of conformance to FBC-2010 and complying with FBC 5" Edition (2014),
issued by manufacturer, dated 11/06/14, signed and sealed by A. Lynn Miller, P. E.
2. Statement letter of no financial interest, issued by manufacturer, dated 11/06/14, signed and
sealed by A. Lynn Miller, P. E.
3. Department of State Certification of PGT INDUSTRIES, INC. as a for profit corporation, active
and organized under the laws of the State of Florida, dated 01/27/15 and filed by Ken Detzner,
Secretary of State.
4. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-
27.001 of the Florida Administrative Code, notifying original engineer that the successor
engineer is assuming full professional and legal responsibility for all engineering documents
pertaining to this NOA, dated 10/07/11, signed and sealed by A. Lynn Miller, P. E.
5. Proposal No. 08-1891 issued by Product Control, dtd 01/26/09, signed by Ishaq Chanda, P. E.
1
Notice of Acceptance No. 11-1013.24, issued to PGT Industries for their Series "FD-750"
Outswing Aluminum French Door w/Sidelites — L.M.I., expiring on 02/24/15.
2. Evidence submitted under previous approvals
A. DRAWINGS
Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12,
dated 12/23/04, with revision "G" dated 04/10/17, 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. (Submitted under previous NOA No. 16-0629.16)
Ishaq I. Chanda, P. E.
Product Control Unit Supervisor
NOA No. 20-0427.03
Expiration Date: February 24, 2025
Approval Date: September 17, 2020
E-2
PGT Industries, Inc.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition
(2014) and FBC 6th Edition (2017), prepared by manufacturer, dated 11/22/17, signed and
sealed by A. Lynn Miller, P. E.
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 PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19.
2. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their
"Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated
09/07/17, expiring on 12/11/18.
3. Notice of Acceptance No. 17-0712.04 issued to Eastman Chemical Company (A) for their
"Saflex HP Clear or Color Glass Interlayers" dated 09/07/17, expiring on 04/14/18.
F. STATEMENTS
1. Statement letter of conformance with FBC Sth Edition (2014) and FBC, 6` Edition (2017),
issued by manufacturer, dated 08/16/17, signed and sealed by A. Lynn Miller, P. E.
2. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
1
1. Notice of Acceptance No. 16-0629.16, issued to PGT Industries for their Series "FD-750"
Outswing Aluminum French Door w/Sidelites — L.M.I., expiring on 02/24/20.
3. Evidence submitted under previous approvals
A. DRAWINGS
1. Drawing No. 8000-41, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12
of 12, dated 12/23/04, with revision "F" dated 05/05/16, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P. E.
B. TESTS (Submitted under previous approvals)
1. None
C. CALCULATIONS (Submitted under previous NOA No. 14-1117.05)
1. None.
D. QUALITY ASSURANCE
1. Miami —Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. None.
g Ishaq I. Chanda, P. E.
Product Control Unit Supervisor
NOA No. 20-0427.03
Expiration Date: February 24, 2025
Approval Date: September 17, 2020
E-3
PGT Industries
1
1. Notice of Acceptance No. 14-1117.05, issued to PGT Industries for their Series "FD-750"
Outswing Aluminum French Door w/Sidelites — L.M.I., expiring on 02/24/20.
4. Evidence submitted under previous approval
A. DRAWINGS
1. Drawing No. 8000-11 Rev G, titled "Alum. French Door & Side Lites, Impact", sheets 1 through
12 of 12, dated 12/23/04 and last revised on 11/22/2019, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P. E.
B. TESTS
1. None.
C. CALCULATIONS (submitted under file #17-0504.04)
1. None.
2. Glazing complies with ASTME-1300-02, -04 & -09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
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. 18-0301.06 issued to Eastman Chemical Company (A) for their
"Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" expiring on
12/11/23.
3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their
"Saflex HP Clear or Color Glass Interlayers", expiring on 05/21/21.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (6th Edition), issued by manufacturer, dated
11/22/19, signed and sealed by Lynn Miller, P. E.
G. OTHER
1. This NOA renews # 17-0504.04.
5. New Evidence submitted
A. DRAWINGS
1. Drawing No. 8000-11 Rev H, titled "Alum. French Door & Side Lites, Impact", sheets 1 through
12 of 12, dated 12/23/04 and last revised on 04/20/20, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P. E.
to g . t —
Ishaq I. Chanda, P. E.
Product Control Unit Supervisor
NOA No. 20-0427.03
Expiration Date: February 24, 2025
Approval Date: September 17, 2020
Imo!
PGT Industries, Inc.
1
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 ASTM F588 and TAS 202-94
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, per Proposal #19-
1155TP, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.:
PGT Industries, Inc. test specimens:
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) all dated 07/13/20 and signed and sealed by Idalmis Ortega, P.E.
1. Anchor verification calculations and structural analysis, complying with FBC 2020, 7th
Edition, prepared by manufacturer, dated 04/20/20, signed and sealed by A. 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).
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. 18-0301.06 issued to Eastman Chemical Company (MA) for their
"Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" expiring on
12/11/23.
3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their
"Saflex HP Clear or Color Glass Interlayers", expiring on 05/21/21.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (01 Edition), issued by manufacturer, dated
11/22/19, signed and sealed by Lynn Miller, P. E.
W
1. This NOA revises NOA # 19-1126.08 and updates to FBC 2020, expiring 02/24/25.
2. Extrusion DWG # 8058 Rev A.
3. RER Test proposals #19-1155 dated 01/10/20 approved by Ishaq I. Ch da, P.E. i
Ishaq I. Chanda, P. E.
Product Control Unit Supervisor
NOA No. 20-0427.03
Expiration Date: February 24, 2025
Approval Date: September 17, 2020
E-5
1. GLAZING OPTIONS:
A. 7/16" LAM[ CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT
STRENGTHENED GLASS WITH AN .090" PVB INTERLAYER
B. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090" PVB
INTERLAYER
C. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT
STRENGTHENED GLASS WITH AN .075" INTERLAYER.
D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075"
INTERLAYER.
E. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND
(1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" A,.090" PVB, 3/16" HS).
F. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND
(1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.090" PVB, 3/16" HS).
G. 7/8" LAMI I.G. CONSISTING.OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND
(1) 7116" LAMI GLASS ASSEMBLY INSIDE (3/16" A,.075" INTERLAYER, 3/16" HS).
H. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR. SPACE AND
(1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3116" HS,.075" INTERLAYER, 3/16" HS),
DESIGN PRESSURE RATING
IMPACT RATING
RATED FOR LARGE & SMALL
SEE TABLE 1 ON SHEET 3
S
MISSILE IMPACT RESISTANCE
TABLE A:
Min.
Anchor
Frame
Min. Edge
Embedment or
Group
Anchor Type
Member
Substrate
Distance
Metal
Thickness
All
Southem Pine (SG = 0.55)
9/16"
1-3/8"
#12 SMS (steel, 18-8 S.S. or
All
6063-T5 Aluminum
3/8"
118"
A
410 S.S.)
All
Steel, A36
3/8"
0.060"
All
Steel Stud, Al003 Gr. 33
318"
0.0451" (18 Ga.)
All
Concrete (min. 2.85 ksi)
2"
1-3/4"
114" Elco UltraCon®
Jamb
Hollow Block (ASTM C90)
2"
1-1/4"
B
All
Concrete (min. 3 ksi)
2"
1-3/4"
1/4" DeWalt UltraCon+®
Jamb
Hollow Block (ASTM C90)
2"
1-1/4"
All
Concrete (min. 3.35 ksi}
1-3/4"
1-3/4"
C
1/4" 410 SS Elco/DeWalt
Jamb
Hollow Block (ASTM C90)
1-314"
1-114"
1
CreteFlex®
All
Southern Pine (SG = 0.55)
1"
1-3/8"
2. DESIGN PRESSURES: TABLE 1, SHEET 3. 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300. 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE.
3) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 4) SEE ANCHOR/SUBSTRATE MATERIAL PROPERTIES ON SHEET 7 FOR Fy & Fu.
3. CONFIGURATIONS:XO,O, OX, , XXO, OXX, OXO, XXXX, XXXO, OXXX, WO REPRESENTS EITHER THE NARROW JAMB OR
FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR' BOTH USING EITHER THE
STANDARD OR THE LOW-RISE SILL. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, XX, AND O UNITS TO MAKE THE ABOVE
CONFIGURATIONS.
4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE
SHEETS 10 THRU 12.
5. SHUTTERS ARE NOT REQUIRED.
6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM
SEAM -SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT.
7. REFERENCES: TEST REPORTS: FTL-4311, FTL-4312, FTL-4315, FTL-4527, FTL-4528, FTL-4529, FTL-4530, FTL-4921 AND FTL-5941.
ANSI/AF&PA NDS FOR WOOD CONSTRUCTION
ADM ALUMINUM DESIGN MANUAL
8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE
HIGH VELOCITY HURRICANE ZONE (HVHZ).
CODES / STANDARDS USED:
• 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION
• 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
• ASTM E1300-09
® ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION
• ALUMINUM DESIGN MANUAL, ADM-2015
• AISIS100-16
• AISC 360-16
"PVB" = .090" TROSIFOL PVB BY KURARAY AMERICA, INC. OR
.090" SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.
.075" SAFLEX CP WITH PET CORE INTERLAYER BY EASTMAN CHEMICAL CO.
04117120 1 H UPDATED TO FBC 2020, RWD ANCHOR TABLE.
W3104 .T. .418105
GENERAL NOTES ............
1
CONFIGURATIONS ...........
1
GLAZING DETAILS...........
2
DESIGN PRESSURES......
3
ELEVATIONS ....................
4
VERT. SECTIONS .............
5
HORIZ. SECTIONS...........
6
PARTS LIST ......................
7
EXTRUSIONS ...................
8-9
ANCHORAGE ....................
10-12
� GENERAL ✓1 3WING MAP
• : .:; f . I -I ���1 ,ALUM. FRENCH DOOR& SIDE LITES, IMPACT
VRODUC f ara"
as e "i
NuMiagcoda
Acceptance lira
\\\\`liittitt�,J
LY fit,v
No, 58705
l nWAQCU
COR1D�. \�
/!��!lIII1111\\
A. LYNN MILLER, P.E.
FL P.E.# 58705
EXTERIOR
7/16" NOM.
— 3/16" ANNEALED OR HEAT STRENGTHENED GLASS
—.090" PVB INTERLAYER
— 3/16" HEAT STRENGTHENED GLASS
7/16" NOM.
— 3/16" ANNEALED OR HEAT STRENGTHENED GLASS
—.075" SAFLEX CP WITH PET CORE INTERLAYER
— 3/16" HEAT STRENGTHENED GLASS
107 III I� 90 1 107 109I II 1',C9O
105 5/8" GLASS
BITE
INTERIOR
GLAZING DETAIL \— SETTING BLOCK
7/16" LAMI GLASS W/ PVB INTERLAYER
F
EXTERIOR
109
7/8" NOM.
3/16" TEMPERED GLASS
AIR SPACE
3/16" ANNEALED OR HEAT
STRENGTHENED GLASS
.090" PVB INTERLAYER
3/16" HEAT STRENGTHENED GLASS
95 OR 96
90
105 5/8" GLASS
BITE
I
INTERIOR
GLAZING DETAIL \— SETTING BLOCK
7/8 LAMI I.G. GLASS W/ PVB INTERLAYER
"PVB" = .090" TROSIFOL PVB BY KURARAY AMERICA, INC. OR
.090" SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO
.075" SAFLEX CP WITH PET CORE INTERLAYER BY EASTMAN CHEMICAL CO.
Revad By. a9W Rev ru:
AGK 04117120 H NO CHANGES THIS SHEET
ate,W.. DaW lamcftdHasa
F./C IZ2"4 L.T. 4/&V5
ME.MEE
.,
105 5/8" GLASS
BITE
INTERIOR
GLAZING DETAIL "—SETTING BLOCK
7/16" LAMI GLASS W/ .075" SAFLEX CP
WITH PET CORE INTERLAYER
10
EXTERIOR
i
3/16" TEMPERED GLASS
AIR SPACE
3/16" ANNEALED OR HEAT
STRENGTHENED GLASS
.075" SAFLEX CP WITH PET
CORE INTERLAYER
3116" HEAT STRENGTHENED GLASS
11
105 5/8" GLASS
BITE
INTERIOR
GLAZING DETAIL \— SETTING BLOCK
7/8" LAMI I.G. GLASS W/ .075" SAFLEX CP
WITH PET CORE INTERLAYER
GLAZING DETAILS
smamet i` ,,
mukdIng Code
Acceptance No _ - ' -°7-
xir
p`
t4itt/A
Alt���/
y\� \ y�;yt` L.Y.N Y
No. 58705 tF '
1�1111111W\
A. LYNN MILLER, P.E.
FL P.E.# 58705
Table 1. Maximum Design Pressures (W
Configuration
Width (in)
Allowed
Glace
Types,
79 3/4" (68)
3 3/4" (70)
Height (in)
87 3/4"
91 314"
95 3/4" (80)
French
Door
X
37" (3°)
A,E
C,G
A,E
C,G
+70.0
+100.0
+70.0
+100.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
-100.0
-80.0
+100.0
+70.0
-100.0 +100.0
-80.0 +70.0
-100.0 +100.0
-80.0 +70.0
-100.0 +100.0
-80.0 +70.0
-100.0
-80.0
-100.0
+100.0
-100.0 +100.0
-100.0 +100.0
-100.0 +100.0
-100.0
Full
Jamb
3611/16"
A,E
C,G
+70.0
+100.0
-80.0.
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
-100.0
+100.0
-100.0 +100.0
-100.0 +100.0
-100.0 +100.0
-100.0
Sidelite
Narrow
3011/16"
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
3311/16" C,G +100.0
-100.0
+100.0
-100.0 +100.0
-100.0 +100.0
-100.0 +97.4
-97.4
Jamb
3611/16"
A, B, E, F
C,G
D,H
+70.0
+100.0
+100.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
-100.0
+99.9
-99.9 +95.3
-95.3 +91.4
-91.4 +87.9
-87.9
-100.0
+100.0
-100.0 +100.0
-100.0 +100.0
-100.0 +100.0
-100.0
F17C-�ll� �- • ---••i'�L`l�i1L•T-�i
A - 7/16" LAMI (3/16"A,.090 PVB, 3/16"HS) FTL-431.1, 4312, 4315
B - 7/16" LAMI (3/16"HS,.090 PVB, 3/16"HS) UPGRADE FTL-4311, 4312, 4315
C - 7/16" LAMI (3/16"A,.075 VANCEVA, 3/16"HS) FTL-4527, 4528, 4529, 4530
D - 7116" LAMI (3/16"HS,..075 VANCEVA, 3/16"HS) UPGRADE FTL-4527, 4528, 4529, 4530
E - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"A,.090 PVB, 3/16"HS) FTL-4311, 4312, 4315
F - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"HS,.090 PVB, 3/16"HS) UPGRADE FTL-4311, 4312, 4315
G - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"A,.075 VANCEVA, 3/16"HS) FTL-4527, 4528, 4529, 4530
H - 7/8" LAMI I.G. (3116"T, 1/4" AIR SPACE, 3/16"HS,.075 VANCEVA, 3/16"HS) UPGRADE FTL-4527, 4528, 4529, 4530
AGK 1 04117120 1 H I NO CHANGES THIS SHEEP:
vm sr I aol« c
F.IC IZ23/04 LT, 41W6
170 TECHNOLOGYDRIVE
N. VENICE, FL 34275
( 1) 4e0-1600
REGISTRATION#29M
OVERHANG
LENGTH
OVERHANG
HEIGHT 0O
NOTES:
1. IF USING THE OPTIONAL LOW-RISE SIL
(PART 10, SHEET 8 OF 12), THE
OVERHANG LENGTH MUST BE GREATER
THAN OR EQUAL TO THE OVERHANG
HEIGHT (SEE DIAGRAM). IF NOT, THE
MAXIMUM POSITIVE (+) DESIGN
PRESSURE IS LIMITED TO +50.0 PSF FOR
ALL STYLES AND SIZES OF THE DOOR
AND ANY ADJOINING SIDELITES. (REF.
FTL-5941)
2_ FOR COMBINED UNITS, THE LOWEST
DESIGN PRESSURE OF THE SIDELITE AM
THE DOOR GOVERNS THE OVERALL
ASSEMBLY DESIGN PRESSURE.
\\\\\IIIIIIII1//
No. 58705
O� TATE F .
ON
ONAL
P: A. LYNN MILLER, P.E.
H FL P.E.# 58705
95
M,
HEI
A
1— 73 13/16" MAX. WIDTH —1
i
3/4"
BHT
3H
LL
A A• A
37"
MAX. WIDTH
25" MAX.
DLO ALL X
UNITS
79 1 /8"
MAX.
DLO /ALL
19
{�---— 110 5/8" MAX. WIDTH
ALL
—ul
ro-wro-1
71 3/4" MAX. WIDTH —�-{
m
NOTES:
1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION.
2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 10 THROUGH 12,
3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6.
1070 TECHNOLOGYDRNE
N. VENICE, FL M275
(941) 480-1600
Rawd W. Dak Revkb= REGISMATION&20296
AGK 0407120 H NO CHANGES THIS SHEET.
W. DOW
FX 1212,/04 I LT. 41&05
36 11/16"
MAX. WIDTH
25"
I MAX. DLO
145 3/8" MAX. WIDTH
OXXO (SHOWING EACH VERSION SIDELITE)
• i(NARROW
EX"PLE ELEVATIONS
III' / `'•
Duct avvmm
as comp"g wkk
e
e iT m t�. C
No. 58705
%0 STATE
/
�iNALi,I���
A. LYNN MILLER, P.E.
FL P.E.# 58705
m
NOTES:
1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION.
2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 10 THROUGH 12,
3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6.
1070 TECHNOLOGYDRNE
N. VENICE, FL M275
(941) 480-1600
Rawd W. Dak Revkb= REGISMATION&20296
AGK 0407120 H NO CHANGES THIS SHEET.
W. DOW
FX 1212,/04 I LT. 41&05
36 11/16"
MAX. WIDTH
25"
I MAX. DLO
145 3/8" MAX. WIDTH
OXXO (SHOWING EACH VERSION SIDELITE)
• i(NARROW
EX"PLE ELEVATIONS
III' / `'•
Duct avvmm
as comp"g wkk
e
e iT m t�. C
No. 58705
%0 STATE
/
�iNALi,I���
A. LYNN MILLER, P.E.
FL P.E.# 58705
A IN
61 111 11 T6-) 1 �4 OR 7
EXTERIOR
� VERTICAL SECTION Q
NARROW AND FULL
JAMB SIDE LITE SILL
04117120 1 H I NO CHANGES 7741E SHEET
9w 10*dlldl 1o,2., 1
12123104 LT 418105
ORIGI
NAL VERSIOI
21
ALTERNATE VERSION
ff W R-5 mor
MAX.
HEIGHT
ORIGINAL VERSION 8
—q
ALTERNATE VERSION B
VERTICAL SEC-
OUTSWING
10707ECHNOLOGYDRIVE
N. VENICE, FL 34275
(941)46OL-1600
REG ISTRA7101V#29296 FW,
D--W—
VERTICAL SECTIONS
uw
ALUM.
AAX.
:-IGHT
ftamc r 9EVISM
w complyWg wi* Ow FkPA*
mmiagOmk 7—.o
Aweptance No 0"7 -0 —0
patcl
()\A\(LYN/V
1�z
\Z-
No-58705
F 14i —
AL
1111W
A. LYNN MILLER, P.E.
FL P.E.# 58705
OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE r—f�
J.`
DETAIL G STILES AT ASTRAGAL DETAIL F
nPTAII V
NARROW
(AT HINGE JAMB)
JAMB)(AT HINGE
D-aw-
HORL70NTAL SECTION
V
EXTERIOR
t= I
JAMB, NARROW
AN
LY
�'�°l�E�rsF'!��'-
Na 58705
"� .2-r d .'
0 . STATE O �44/,
A. LYNN MILLER, P.E.
FL P.E.# 58705
FD7.50 I)OOR(S)
ITE7VI I DWG# DESCRIPTION PGT#
FRAME KIT PARTS
1
8006
FRAME - HEAD & HINGE JAMB
68006
2
8003C
OUT-SWINGSILL
68003A
3
8004C
OUT -SWING SILL COVER
68004C
4
8008
DRIP CAP
68008
5
---- ------
HEAD, SILL & JAMB WEATHERSTRIP (SCHLEGAL)
U83337T8500
6
8007
SCREW COVER
68007
7
8009
INSTALLPLATE
68009
8
---------FRAME
ASSEMBLY SCREW #8 X I" PH QUAD
781PQA
9
8032
ASTRAGALENDSEAL
48032
10
8058A
OUT -SW ING SILL (LOW RISE)
68038
DOOR PANEL
5
---------
HEAD, SILL &IAMB WEATHERSTRIP SCHLEGAL
U83337T8500
20
8012
STILE
68012
21
8014
TOP RAU,, MIRFADED ROD DESIGN)
680I4
22
8013
BOTTOM RAIL, (THREADED ROD DESIGN)
68013
23
8017
TOP SWEEP
68017
24
8016
BOTTOM SWEEP
68016
25
-----------
SWEEP SCREWS 44X 1/2" PHILPH
26
8015
ASTRAGAL. ACTIVE & INACTIVE
68015
27
8021B
GEARHINGE, JAMB SIDE
68021B
28
8020A
GEARHINGE, COVER
68020A
29
8018
GEARHNGE, BACK-UP PLATE
68018
30
8019A
GEARHINGE, DOOR SIDE
68019A
31
8035
GEARHINGE BEARING
68035
32
----- -----
GEARHINGE, SET -SCREW 46-32 x 1/4"
33
------
GEAR HINGE, MTG SCREW #12 0/4" TRUSS HD.
34
—
GEARHINGE, MTG. SCREW #12 x 1 1/2" TRUSS HD.
35
-----------
THREADED ROD 5/16-18 X 36"
6TRODA
36
—
FLANGED HEX NUT5/16-18
7990NUTA
37
8039
TRUSS CLAMP
60378M
38
8043
S/S GEAR LATCH MECHANISM (ASHLAND)
39
8030
LOCK BLOCK
48030
40
—
LATCH ASS'YSCREWS #8X2" SSPHILLTRHD
78X2TPAX
41
8037
S/S SHOOT BOLT ROD (SULLIVAN)
42
8045
STANDARD FLUSH BOLTS W/ SS ROD (SULLIVAN)
43
8031
SHOOT BOLT GUIDE
48031
44
SHOOT BOLT GUIDE & STRIKE SCREW 8-32 X 3/8" SS PHILL TR HD
78X38PFTX
45
8038R
RIGHT- STRIKE PLATE AT ASTRAGAL (ACI'IVEHINGED LEFF)
W5110-43S1
46
8038L
LEFT - STRIKE PLATE AT ASTRAGAL (A CTIVE HINGED RIGHT)
W 5110-44S 1
47
STRIKE PLATE SCREWS 8-32 X 3/8" SS PHILL TR HD
78X38PFTX
48
STRIKE PLATE MIDDLE SCREW 6-24X 1/2" FH
7612FPTX
49
8036
STRIKE PLATE AT HEAD & SILL
50
-
HEAD STRIKE SCREWS SS 8 X U2 PHILL FH
7858ZAX
51
-
STRIKE PLATE SCREWS ra SILL SS 8 X 1/2 PHILL UNDERCUT FH
78X12PFHUX
52
8041
ACTAETRIM SET (ASHLAND)
53
8042
PASSIVE TRIM SET (ASHLAND)
54
8044
STAINLESS STEEL PASSIVE LOCK GEAR (ASHLAND)
55
8014A
TOP RAIL (LAG BOLT DESIGN
68014A
56
8013A
BOTTOM RAIL (LAGBOLT DESIGN)
68013A
57
- -
5/16" x2 1/2" LAGBOLTS
7516LBOLTX
AdKI 04117aO H ADDED BACKBEDDING.
wn Br. O®tw amcked Dam:
F.K. 1 12/23104 L.T. 4/8/D5
FD750
FULL JAMB SIDE LITE
rrEW
DWG
DESCRIPTION
FGT#
1
8006
FRAME -HEAD- SILL & JAMB
68006
4
8008
DRIP CAP
69008
6
8007
SCREW COVER
68007
7
8009
INSTALL PLATE
69009
81
----------
FRAME.ASSEMBLY SCREW #8 X 1" PH QUAD
781PQA
20
8012
STILE
68012
21
8014
TOP RAIL
68014
22
8013
BOTTOM RAIL.
68013
35
-----------
THREADED ROD 5/16-18 X 36"
6TRODA
36
-----------
FLANGIDHEX NUT 5/16-18
7990NUTA
37
8039
TRUSS CLAMP
60378M
60
-----------
# 8 X 34' PH SQ DRIVE TEK SCREW
78X34PSTW
61
8028
SIDE LITE HEAD TRIM
68028
62
8029
SIDE LITE JAMB TRIM
68029
FD750
NARROW
JAMB SIDE LITE
1
8006
FRAME- HEAD& SILL
68006
4
8008
DRIP CAP
68008
6
8007
SCREW COVER
68007
7
8009
INSTALL PLATE
68009
8
-----------
I FRAME ASSEMBLY SCREW # 8 X V PH QUAD
781PQA
21
8014
TOP RAIL
69014
22
8013
BOTTOM RAIL
68013
35
---- ------
THREADED ROD 5/ 16-18 X 36"
6TRODA
36
-----------
FLANGED HEX NUT 5/16-18
7990NUTA
37
8039
TRUSS CLAMP
60378M
60
-----------
# 8 X 3/4" PH SQ DRIVE TEK SCREW
78X34PSTW
61
8028
SIDE LITE HEAD TRIM
68028
70
8010
FRAME, JAMB
68010
ASSEMBLY KIT
80
8033B
FRENCH DOOR ASSEMBLYBEAM.
68033B
81
---- ------
# 10-24 X 2 1/2" PH SCREW
82
-----------
# IG-24 HEX NUT
83
-----------
# 12 X 1 1/2" TR HD TEK.SCREW
84
1 8056
jSUBSILL(OPTIONAL)
68056
GLASS, BEADS & SILICONE
90
----------
GLAZING SEALANT, DOW CORNING 791,899,983 OR 995
91
-------- --
7/16" LAMINATED GLASS (3/16" ANN_090PVB, 3/16" HS)
92
-----------
7/16" LAMINATED GLASS (3/16" HS.,.090PVB, 3/16" HS)
93
---------
7/16" LAMINATED GLASS (3/16" ANN.,.075 VANCEVA, 3/16" HS)
94
-----------
7/16" LAMINATED GLASS (3/16" HS.,.075 VANCEVA, 3/16" HS)
95
1 -----------
7/8" LAMI LG (3/16" T, 1/4" SPACE, 3/16' ANN•,.090 PVB, 3/IG' HS)
96
-----------
7/8" LAMI LG (3/16" T, I/4" SPACE, 3/16" HS.,.090 PVB, 3/I6" HS)
97
-----------
7/8" LAMI LG (3116" T, 1/4" SPACE, 3/16' ANN.,.075 VANCEVA, 3/16" HS)
98
---------=-
7/8" LAMI LG (3/16" T, 1/4" SPACE, 3/16' HS.,.075 VANCEVA, 3/16" HS)
105:
8022
BACKBEAD
68022
106
8026A
SL BACKBEAD
68026A
107
8023A
7/16" BEAD
68023A
108
8024A
7/8" IGBEAD
68024A
109
1224
VINYLBULB WSTP (THICK)
6TP247
170 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600
REGISTRA770N #29296
- .. ��ffi
AK1 POP/SI IRSTRATF AAATFRIAI PR(IPFRTIFS-
Material
Min: Fy
Min. F
#12 Steel Screw
92 ksi
120 ksi
#12 18-8 Screw
60 ksi
95 ksi
#12 410 Screw
90 ksi
110 ksi
1/4" Elco UltraCon®
155 ksi
177 ksi
1/4" DeWalt UltraCon+®
148 ksi
164 ksi
1/4" 410 SS Elco/Dewalt CreteFlex®
127.4 ksi
189.7 ksi
6063-T5 Aluminum
16 ksi
22 ksi
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
45 ksi
PRODUC I
as complylug withe Rod&
UWding Code
Acceptance
ti
PM1 t�
_A No. 58705 �L =
• o ,2,0 .' zu_
Al� �
ITES, IMPACT
Rer A. LYNN MILLER, P.E.
8000-11 H FL P.E.# 58705
002
1.000
T686
#8006 6063-T6
OFRAME, HEAD, JAMB
AND SIDELITE SILL
1-- 3.018
.050
1.278
.062
2.236
.583
O#8003C 6063-T6
OUT -SWING SILL
---] 1 27�_�--
.062 T
1.376
583
F 3.636
O#8009 6063-T6 #8058A 6063-T6
INSTALL PLATE @OUT -SWING LOW SILL
1.938 .100
8.250
ZZ #8013 6063-T6
BOTTOM RAIL
T �jl
1.938 .100
8.250
F 0 a ip 1
07: Ropow, 1 0.103 a m 91
.050
1.353
O#8004C 6063-T5
OS SILL COVER
I
1.93E
i 9 4.434 0
F
2.000
L
i illls 3.990 �
4.027
033 . 050
1. #8008
CT
�6-0-6-3-T6
#8012 6063-T6
STI LE
i __ 4.434
#8014 6063-T5
TOP RAIL
#8014A 6063-T5
TOP RAIL, LAG BOLT DESIGN
p ME
CIUO-1: Ell
NO CHMGESMISSHEET - --- ---
T- 1.940
.498
.050
1.160
-I I I
.311
.040 _j F _T
O•:li s!s
I Ole
ffel a a
050
C
1.467
797 t2.240�
(ὐ 6063-T5
OTTOM SWEEP
T
.075
1
1.467
A
1,170
- 2.544
26 #8015 6063-T6
ASTRAGAL
O\A� YNiv
No.58705
0 SVE 0=,SS�' CU
..........
/ONAL
A. LYNN MILLER, P.E.
FL P.E.# 58705
.075
2.260
#8021 B 6063-T6
GEAR HINGE, JAMB
1 .050
.438
F—,�t2.622
#8028 6063-T5
•
SL W-AD TRIVI
-1 -045 'o i
Tr� .442
_� .965 4
w- Y4,.x -4121 - I a F."I DR
STI
POLYISO
WITH C
EXT.
7421-1
.072Y353
-7
#8020A 6063-T6
GEAR HINGE, COVER
r— 8.775 -1
125 -T .050 u]-- .3253
#8056 6063-T4
SUBSILL, OPTIONAL
1.169
.965
045
#8026A 6063-T5
106 SL BACKBEAD
(i�.KODISPACE
4SG TPS
CONE
STRUCTURAL
SILICONE
1/4" NOM. FOAM
WITH
DESICCANT
EXT. GLASS-„
NT. GLASS
.142
.075
.301
AZ
4 1 1T�L) �L
�_ 1.763 f [Z— 2.438
#8018 6063-T5 (i) #8019A 6063-T6
HINGE, BACK-UP GEAR HINGE, DOOR
750 .045
7/16" BEAD
HOT -MELT BUTYL
3/16" NOM.
BUTYL&
DESICCANT
FOAM
SUPER
101 SPACERURNXTTm
Part #
Description
M aterial
100
Kornmeding 4SG TPS Spacer System
101
Quanex Super Spacer nXTvdth Hot Melt Butyl
See this
Sheet for
102
Quanex Duraseal Spacer
Materials
103
Cardinal XL Edge Spacer
t::N=KtNL;t: I Mo I KI=tUKIb: I- I L-b/ - If, 0!dOO & M) I U
04117120 1 H I NO CHANGES THIS SHEET
GLASS
EXT. GLASS----\
-062
1.000
#8010 6063-T6
NARROW SL JAMB
u 040
437
957
11111111111111111liq ;1�1 111:1i 11111
—ALUMINUM
REINFORCEMENT POLYISO_
BUTYLENE
5/16" NOM SEAL
ROLL -FORMED
STAINLESS STEEL-
DURASEAL@
,02 SPACER
1070 TECHNOLOGYDRIVE
N. VENICE, FL 34275
(941)480-1600
REGIS7RA770N#29296
GLASS
EXT.
GLASS
1.812
_p .100
1.000
--f
37
#8039 6063-T6
TRUSS CLAMP
2.313
050
62 #8029 6063-T5
SL JAMB TRIM
DESICCANT FILL AREA
XL EDGE""
,03 SPACER
EEXT
XTRUSION PROFILES
5/16" NOM.
CONE SEAL
NT. GLASS
+ j 1
125 3.251
1.635
=mqqm•:1 w*06-mm
LY
No.58705
It/
ST- TE 0
/ONAL'�:
IMPACT
1 5_'4� arm.p H FL P.E.# 58705 A. LYNN MILLER, P.E.
FD750 112 9 a 12 8000-11 m,", 11 i
11"
JAMB
ANCHORS
18.500"
HT. QTY.
MAX. O.C.
95 3/4" - (5)
83 3/4" - (5)
79 3/4" - (5)
11"
DETAIL A (CONCRETE)
(SINGLE PANEL)
ANCHOR TYPES:
BORC
—16„r —16" 6"
11"
10.571 "
MAX.
JAMB
ANCHORS
HT. QTY
91 314" - (8)
83 3/4" - (7)
79 3/4" - (7) 11 "
DETAIL B (WOOD/ALUM.)
(SINGLE PANEL)
ANCHOR TYPES:
C OR A
3" MIN
TYP
91,
61,
3"
HEAD & SIL
ANCHOR
CLUSTER
(TYPICAL)
SEE NOTE
JAMB
ANCHORS
HT. QTY
95 3/4" - (5)
91 3/4" - (5)
87 3/4" - (5)
83 3/4" - (5)
79 3/4" - (5)
/ DETAIL C (CONCRETE)
(2 OR MORE PANELS)
ANCHOR TYPES:
BORC
SEE NOTE 4 REGARDING
APPLICABLITY OF CIRCLED
ANCHOR LOCATIONS
�6,
11
I—
12"
9::
6"
Tl
1" MIN.
QV
HEAD & SILL
TYP.
ANCHOR
CLUSTER
(TYPICAL)
SEE NOTE 5
18.5001,
MAX. O.C.
(2) EQ.
(3) EQ.
SP. TYP.
SP. TYP.
11"
JAMB
ANr.NnRC
t1I. utY.
95 3/4" - (8)
91 3/4" - (8)
87 3/4" - (8)
83 3/4" - (7)
79 3/4" - (7)
I
SEE NOTE 5 DETAIL D (WOOD/ALUM.)
REGARDING (2 OR MORE PANELS)
APPLICABLITY
OF CIRCLED ANCHOR. TYPES:
ANCHOR C OR A
LOCATIONS
1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D
ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL
INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS.
2. ANCHOR TYPES: ANCHOR TYPES: SEE TABLE A, SHEET 1 FOR ANCHOR TYPES, SUBSTRATES AND LIMITATIONS.
3. SINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD/ALUM. SUBSTRATE)
HEAD AND SILL ...... 6" MAX. FROM FRAME CORNERS.
JAMBS.....................11" MAX. FROM FRAME CORNERS, 18.500" MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL B).
4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE)
HEAD AND SILL: 6" MAX. FROM FRAME CORNERS IF PANEL WIDTH IS 15" OR GREATER AND
AT 3", 6" AND 9" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 6).
JAMBS: 11" MAX. FROM FRAME CORNERS AND 18.500" MAX. O.0
5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOD/ALUM. SUBSTRATE)
HEAD AND SILL: 6" MAX. FROM FRAME CORNERS AND
AT 3", 6", 9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8).
CIRCLED ANCHOR OUTSIDE CLUSTER REQUIRED IF PANEL WIDTH IS OVER 27-3/4".
JAMBS: 11" MAX. FROM FRAME CORNERS AND 10.571" MAX. O.0
GKI W17120 1 H I NO CHANGES THIS SHEET.
ow. MI
:lG 12123104 LT. 4AW5
170TECHNOLOGYMIE
N. VENICE, FL $4275
(941)480-1600
REGISTRATION#29296
., SPACING
ME
FD750 ( 114 ! 10 - 12
10.571 "
MAX.
O.C.
PRODU r &EVIM9
complying Wstra the FIGFWA
Wdft Code
Ac eptance N-2c,-0743
Ev"Iwx; Date
21
a
No, 58705 `
�.
/OVAL
IMPACT !/ 01111110 �
A. LYNN MILLER, P.E.
8000-11 H FL P.E.# 58705
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
1/4"
MAX.
SHIM
METAL SUBSTRATE
PER ANCHOR
REQUIREMENT
EDGE DISTANCE
1/8" MIN. EMBEDMENT (METAL THICKNESS)
TYPICAL SIDE LITE SILL
(DIRECT TO METAL)
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
1/4" MAX.
GROUT,
NOTE 3
1/8" MIN. EMBEDMENT (METAL THICKNESS)
EDGE DISTANCE
METAL SUBSTRATE
PER ANCHOR
REQUIREMENT
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
TYPICAL DOOR & SIDE LITE HEAD
(DIRECT TO METAL)
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
OPTIONAL DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
:,CONCRETE/CMU '
PER ANCHOR
REQUIREMENT
EDGE DISTANCE
TYPICAL SIDE LITE SILL
(DIRECT TO CONCRETE)
EDGE DISTANCE
CONCRETE/CMU
1/4" PER ANCHOR
MAX, REQUIREMENT
SHIM ,
1l4"
MAX.
SHIM
84 1/4" MAX.
GROUT
SEE
NOTE 3
EMBEDMENT
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
1/4" MAX.
GROUT
SEE
NOTE 3
oTRIP OR
EMBEDMENT
_lT H I S S EHEEE�T
EDGE DISTANCE -- -- (®—
TYPICAL SIDE LITE SILL
(DIRECT TO WOOD)
EXTERIOR INTERIOR
(ALL HEAD & SILL SECTIONS)
I WOOD EDGE DISTANCE
BUCKSTRIP, SEE
—p-� NOTE 1; THIS __\';CONCRETE/CMU::;.>';
PER ANCHOR "
• SHEET. '.�
REQUIREMENTMAX.,
EMBEDMENT SHIM
:..
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
TYPICAL DOOR & SIDE LITE HEAD
(DIRECT TO CONCRETE)
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
TYPICAL DOOR & SIDE LITE HEAD
(THRU 1X INTO CONCRETE)
X WOOD -�---
UCKSTRIP�-
RAMING, SEE
OTE 1. THIS SHEET
EDGE DISTANCE --- r�—
TYPICAL SIDE LITE SILL
(DIRECT TO WOOD)
IATN-32111T1�0H
2X WOOD BUCKSTRIP OR FRAMING,
SEE NOTE 1, THIS SHEET
EDGE DISTANCE -- I- --
�Ow
MAX. j
SHIM
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
TYPICAL DOOR & SIDE LITE HEAD
(DIRECT TO WOOD)
NOTES:
1. WOOD BUCKS DEPICTED AS I ARE LESS THAN 1-1/2" THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
DEPICTED AS 2x ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION (AHJ).
2. FOR ATTACHMENT TO ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 6063-T5 AND A MIN. OF 1/8" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO
PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS
WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 2 AND ANCHORAGE SPACING FOR WOOD SHOWN
ON SHEET 10 MAY BE USED.
3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS)
MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE.
770 TECIMLOGYMVE
N. VENICF, FL 34275
(941) 460.1600
CERT. OFAUTH. IMM96
s l
AGK 1 04117120 1 H I NO CHANGES THIS SHEET:
rjpT*-f.,TW
F
G�JY LYt ./fir
GErs�'
No. 58705 =
Q SREOJ
O IAL.01111110
A. LYNN MILLER, P.E.
FL P.E.# 58705
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
EXTERIOR
Pa
1/4"
MAX.
SHIM
T 11METAL SUBSTRATE
PER ANCHOR
REQUIREMENT
EDGE DISTANCE
118" MIN. EMBEDMENT (METAL THICKNESS)
TYPICAL DOOR SILL
(DIRECT TO METAL)
EDGE
DISTANCE
<D EXTERIOR
1/4" MAX.
GROUT,
SEE NOTE 3,
SHEET 11
TYP. ANCHOR TYPE,
EMBEDMENT AND
EDGE DISTANCE PER
SUBSTRATE, SEE
TABLE A, SHEET 1.
TYP. ANCHOR TYPE,
OPTIONAL EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
n84 SEE TABLE A, SHEET 1.
- CONCRETE/CMU
PER ANCHOR
REQUIREMENT
TYPICAL DOOR SILL
(DIRECT TO CONCRETE)
<D EXTERIOR
1/4" MAX.
GROUT,
SEE NOTE 3,—
SHEET 11
EMBEDMENT
3UCKSTRIP OF
FRAMING, SEE
fE_9, SHEET 11
TYPICAL DOOR SILL
(DIRECT TO WOOD)
TYP. ANCHOR. TYPE TYP. ANCHOR TYPE 4 TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE INTERIOR EMBEDMENT AND EDGE INTERIOR EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1.
METAL
SUBSTRATE
PER
ANCHOR
REQUIREMENT
1/4" MAX. SHIM
f�— EMBEDMENT EMBEDMENT EMBEDMENT
EDGE EDGE
DISTANCE :I:• DISTANCE ..`:.- ., ...I .�..
TYPICAL DOOR & SIDE LITE JAMB
(DIRECT TO METAL)
EXTERIOR
1/4" MAX.
GROUT,
SEE NOTE
3, SHEET 11
EDGE
DISTANCE
n
2X WOOD
CONCRETE/CMU
'=
CONCRETE/CMU
BUCKSTRIP OR
PER ANCHOR
PER ANCHOR
•: "'" ~
FRAMING, SEE
REQUIREMENT
.;
REQUIREMENT
.' ^' <'
NOTE 1, SHEET 11.
,
1/4" MAX. SHIM —►-I `---
TYPICAL DOOR & SIDE LITE JAMB
(DIRECT TO CONCRETE)
1/4" MAX. SHIM —®� 1X WOOD
BUCKSTRIP, SEE
NOTE 1, SHEET 11,
TYPICAL DOOR & SIDE LITE JAMB
(THRU 1X INTO CONCRETE)
a r ANCHORAGE
TYP. ANCHOR TYPE,
EMBEDMENTAND OPTIONAL
EDGE DISTANCE PER
SUBSTRATE, SEE 84
TABLE A, SHEET 1.
BUCKSTRIP OF
_ FRAMING, SEE
TE 1 SHEET 11
OPTIONAL DOOR SILL
(DIRECT TO WOOD)
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
— EMBEDMENT
( -- 1/4" MAX. SHIM
TYPICAL DOOR & SIDE LITE JAMB
(DIRECT TO WOOD)
0
6144ift cum
ce 03
lit, l"Ll
LYFVp��
��. 11
No. 58705
4�
o •'• TArE � •' • G�
,1OPVAL
A. LYNN MILLER, P.E.
FL P.E-# 58705