HomeMy WebLinkAboutAPPROVED, FL253_R22_II_20-0427.03MIAM
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
A. 1) WINGS
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.
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
02/14/051 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
20149 5th 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
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
D. QUALITY A;!0UMAUNCE
1. Miami —Dade Department of Regulatory and Economic Resources (RER).
1
1. Notice of Acceptance No. 14-0916.10 issued to uraray America, Inc. for their "I�uraray
PVB Glass Interlayer" dated 02/19/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0423.15 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.
1. Statement letter of conformance to FBC-2010 and complying with FBC St'' 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
1. Notice of Acceptance No. 11-1013.24, issued to PGT Industries for their Series "FD-750"
Outswing Aluminum French Door w/Sidentes — L.M.I., expiring on 02/24/15.
1•.
1. 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.
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. 164629.16)
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
' I 1
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).
1. Notice of Acceptance No. 16-1117.01 issued to I�uraray 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. 17A712.04 issued to Eastman Chemical Company (MA) for their
"Saflex HP Clear or Color Glass Interlayers" dated 09/07/17, expiring on 04/14/18.
1. Statement letter of conformance with FBC 5th Edition (2014) and FBC 6th Edition (2017),
issued by manufacturer, dated 08/16/17, signed and sealed by A. Lynn Miller, P. E.
1 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.
1. Drawing No. 8000--11, titled "Alum. French Door &Side Lites, Impact", sheets 1 through 12
of 12, dated 12/23/04, with revision "F" dated OS/OS/16, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P. E.
TESTS (Submitted under previous approvals)
1. None
C. CALCULATIONS (Submitted under previous N®A 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
I Z!'F171 i it
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.
t' i r
An 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.
Z. Glazing complies with ASTME-1300-02, -04 & -09.
QUALITY ASSU CE
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. 1&0301.06 issued to Eastman Chemical Company (MA) for their
"Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" expiring on
12/11/230
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.
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.
6 Ishaq I. Chanda, P. E.
Product Control Unit Supervisor
NOA No. 20-0427.03
Expiration Date: February 24, 2025
Approval Date: September 17, 2020
(1 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:
FTL4897, 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.
D. CALCULATIONS
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).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to uraray 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
12/11/230
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.
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 revises NOA # 194126.08 and updates to FBC 2020, expiring 02/24/25.
2. Extrusion DWG # 8058 Rev A.
3. RER Test proposals #194155 dated 01/10/20 approved by Ishaq I. Chanda, P.E.
Ishq 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 • il '` . �' �••'
1. GLAZING OPTIONS:
A. 7/16" LAW CONSISTING OF (1) LITE OF 3/16" 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),
2. DESIGN PRESSURES: TABLE 1, SHEET 3.
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300,
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
OMR
�
RATED; SMALL
:
TABLE A:
Anchor
Group
Anchor Type
Frame
Member
Substrate
Min, Edge
Distance
Min.
Embedment or
Metal
Thickness
9/16"
1-3/8"
A
#12 SMS (steel, 18-8 S.S. or
410 S.S.)
All
Southern Pine (SG = 0.55)
All
6063-T5 Aluminum
3/8"
1!8"
All
Steel, A36
3/8"
0.060"
All
Steel Stud, Al003 Gr. 33
318"
0,0451" (18 Ga)
1/4" Elco UltraCon®
All
Concrete (min. 2.85 ksi)
2"
1-3/4"
Jamb
Hollow Block (ASTM C90)
2"
1-1/4"
B
1/4" DeWalt UltraCon+®
All
Concrete (min. 3 ksi)
2"
1-3/4"
Jamb
Hollow Block (ASTM C90)
2"
1-3/4"
1-3/4"
C
1/4" 410 SS Elco/DeWalt
CreteFlexO
All
Concrete (min. 3.35 ksi)
Jamb
Hollow Block (ASTM C90)
1-3/4"
1-1/4"
All
Southern Pine (SG = 0.55)
1"
1-3/8"
1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS
ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL,
2) ALL ANCHOR HEAD TYPES ARE APPLICABLE.
3) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE,
4) SEE ANCHOR/SUBSTRATE MATERIAL PROPERTIES ON SHEET 7 FOR Fy & Fu.
3. CONFIGURATIONS: X, O, XX, XO, OX, XXX, XXO, OXX, OXO, XXXX, XXXO, OXXX, OR OXXO WHERE O 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, 1:TL-4527, FT1-4528, 1:T1-4529, FT1-4530, 1:T1-4921 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 8Y KURARAY AMERICA, INC. OR
.090" SAFLEXIKEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.
.075" SAFLEX CP WITH PET CORE INTERLAYER BY EASTMAN CHEMICAL CO.
1070 TECHNOLOGYQRIVE
N. VENICE, FL 34275
(941) 480-9600
•
FD750
SIEMENS
CONFIGURATIONS...........1
GLAZING DETAILS...........
2
DESIGN PRESSURES.....,
3
ELEVATI ONS....................
4 1
VERT. SECTIONS .........:...
5
HORIZ. SECTIONS..........,
6
PARTS LIST,
7
EXTRUSIONS ...................
8-9
ANCHORAGE ....................
10A 2
\\\\`liittitt�,J
• ' y EPISc'•., �
No, 58705
l3 ATE �F tli
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A. LYNN MILLER, P.E.
FL P.E.# 58705
1
EXTERIO
7/1 3" NOM.
- 3/16" ANNEALED OR HEAT STRENGTHENED GLASS
a � �
090" PVB INTERLAYER
3/16" HEAT STRENGTHENED GLASS
91 OR 92
105 5/8" GLASS
BITE
INTERIOR
SETTING BLOCK
3/16" TEMPERED GLASS
AIR SPACE
3/16" ANNEALED OR HEAT
STRENGTHENED GLASS
090" PVB INTERLAYER
3/16" HEAT STRENGTHENED GLASS
5/8" GLASS
BITE
EXTERIOR
NOM.
ANNEALED OR HEAT STRENGTHENED GLASS
075" SAFLEX Cr WITH PET CORE INTERLAYER
HEAT STRENGTHENED GLASS
5/8"GLASS
BITE
INTERIOR
SETTING BLOCK
7/16" LAMI GLASS W/ .075" SAFLEX CP
WITH PET CORE INTERLAYER
10
3l16" TEMPERED GLASS
AIR SPACE
ANNEALED OR HEAT
STRENGTHENED GLASS
SAFLEX CP WITH PET
CORE INTERLAYER
HEAT STRENGTHENED GLASS
105 5/8" GLASS
BITE
EXTERIOR j l � I( INTERIOR EXTERIOR I I I I I INTERIOR
SETTING BLOCK
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.
0��7�2o I H I NO CHANGES THIS SHEET
L.T.
\� SETTING BLOCK
GLAZING DETAIL
7/8" LAMI I.G. GLASS W/ .075" SAFLEX CP
WITH PET CORE INTERLAYERQ DETAILS
_ No. 58705
ATE
tF '
{ PAC% ���tr'iii�'•�i�
A. LYNN MILLER, P.E.
FL P.E.# 58705
Table 1.
Maximum Design Pressures
(psfl
OVERHANG
LENGTH
Allowed
Height
(in)
OVERHANG
HEIGHT o
Configuration
Width (in) Glace
8
®
o
Types,
79 3/4 ��
(6)
3 3/4
(7)
87
3/4 ®1
91
314 ��
95 3/4 .e
(8 )
A,E
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
x 37" (3)
French
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
A 00.0
+100.0
-100.0
NOTES:
1. IF USING THE OPTIONAL LOW RISE SILL
Door
A,E
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
(PART 10, SHEET 8 OF 12), THE
XX 71 3/4" (60)
OVERHANG LENGTH MUST BE GREATER
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
A00.0
THAN OR EQUAL TO THE OVERHANG
HEIGHT (SEE DIAGRAM). IF NOT, THE
MAXEMUM POSITIVE (+) DESIGN
Full A,E
+70.0
-80.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
PRESSURE IS LIMITED TO +50.0 PSF FOR
Jamb3611/16ALL
C,G
+100.0
A00.0
F+10070.O
-100.0
+100.0
-100.0
+100.0
A00.0
+100.0
-100.0
STYLES AND SIZES OF THE DOOR
.0
AND ANY ADJOINING SIDELITES. (REF.
FTL-5941)
30 11/16 C,G
+100.0
-100.0
+100.0
A00.0
+100.0
A00.0
+100.0
-100.0
+100.0
-100.0
2_ FOR COMBINED UNITS, THE LOWEST
DESIGN PRESSURE OF THE SIDELITE AND
Sidelite
33 11/16 C,G
+100.0
A 00.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+97.4
-97.4
THE DOOR GOVERNS THE OVERALL
Narrow
I
ASSEMBLY DESIGN PRESSURE,
Jamb A, B, E, F
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
36 11/16" C,G
+100.0
A00.0
+99.9
-99.9
+95.3
-95.3
+91 A
-91 A
+87.9
-87.9
DI H
+100.0
A00.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
Table 1
a. Glass Type and Test Report Dumber
A - 7/16"
LAMI (3/16"A,.090 PVB, 3/16"HS)
FTL431.1, 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)
FTL45271
4528, 4529,
4530
D - 7116"
LAMI (3/16"HS,..075 VANCEVA, 3/16"HS)
UPGRADE
FTL4527,
4528, 45293
4530
E - 7/8" LAMI I.G. (3/16171 1/4" AIR SPACE,
3/16"A,.090 PVB,
3/16"HS)
FTL-43111 43121
4315
as p
F - 7/8" LAMI I.G. (3/1672 1/4" AIR SPACE,
3/16"HS,.090
PVB, 3/16"HS)
UPGRADE FTL4311; 43121
4315
Acceptance mcft `
G - 7/8" LAMI I.G. (3/16"T3 1/4" AIR SPACE,
3/16"A,.075
VANCEVA, 3/16"HS)
FTL4527,
4528, 4529, 4530
r
H - 7/8" LAMI I.G. (311671 1/4" AIR SPACE,
3/16"HS,.075
VANCEVA, 3/16"HS)
UPGRADE
FTL4527,
4528, 4529, 4530
LYN
OGENS
No. 58705
Ln2C vQ
O2TATE
1070 TECHNOLOGYDRIVE
F !U
! ` FL CRt d �. • `
N CE, FL
75
DESIGNPRESSURES
S`,S�f
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GP AL E\G�
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REGISMMONMAM
ALUM. FRENCH DOOR & SIDE LITES,
IMPACT r r l r r 11 � � ``
AGK 04/17/20
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,
� A. LYNN MILLER, P.E.
DFMM er.
F.IC IZ23/04
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LT. 4/8W
FD750
NTS 3 of 12 800041
H FL P.E.# 58705
9:
HE
37"
MAX. WIDTH
25" MAX.
DLO ALL X
UNITS
79 1 /8" /
MAX.
DLO /ALL
110 5/8" MAX. WIDTH
i
a
i
1
f
f
i
?1
N;M
z
j
NOTES:
1. CONFIGURATIONS WITH SfDE LfTES 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.
04/17/:ZO I H
Via!
145 3/8" MAX. WIDTH
OXXO (SHOWING E,gCH VERSION SIDELITE)
Q- *)3
No. 58705
77A)TE FF
1/111110
A. LYNN MILLER, P.E.
FL P.E.# 58705
0• AW'6m 0
61
MAX. DLO
EXTERIOR
"r•
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—F-11 IBM -- -
NO CHANGES THIS SHEET.
1vz�a4 � c.r.
INTERIOR
6
1
ORIGINAL VERSIOI
21
ALTERNATE VERSIOn
�3
MAX.
HEIGHT
roto ORIGINAL VERSION B
22
ALTERNATE VERSION B
VERTICAL SEC-
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HORIZONTAL SECTION SHOWING
(1)
OF EACH SIDE LITE TYPE
1 1
E `. �'
J F `.
1
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53
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52
26 20
105 SEE NOTE 81 1 82
E<F>G
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20
6
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29 NOTE: ASSEMBLY HARDWARE QTY (3), 11"
am
$0 FROM TOP & BOTTOM
AND ONE AT MIDSPAN
DETAIL J
30
46
INTERIOR
20
SLAB AT
5 26
GLASS BED
1 83
27
DETAIL G STILES AT ASTRAGAL
DETAIL F
FULL JAMB SIDE LITE
(AT HINGE JAMB
EXTERIOR
'
6 82 81 SEE NOTE
6 82 81 SEE NOTE
5 —
5
1
106
20
20
1
7
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30
7
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30
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27
80
20
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29
83 70
29
83
70
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1
DETAIL E
DETAIL 1
�';
IF No,
DETAIL H
DETAIL K
JAMB, FULL JAMB
JAMB, NARROW
0 58705
NARROW JAMB SIDE LITE
HINGE JAMB TO HINGE JAMB
SIDE LITE
JAMB SIDE LITE
=� '� 0 /
(AT HINGE JAMB)
(NOT SHOWN ABOVE)
• :'
01 . STATE O 44/�
1070TECHMMOGYDRIVE
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No VENICE, ri. 34z7s __..._�
OR T SEC 1 /O
DETAILS
�'�`S/QtVAL ��
(941)4804600
�
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BY
Da �°
REG/S7RAIM#29296
ALUM. FRENCH DOORSIDE' LITES, IMPACT
AGK
W17/20 H NO CHANGES7HISSHEET
t�
A. LYNN MILLER, P.E.
Dmm Br.
Ds� DalwF.IC 12l231W L.T. 4tW5
M' i/2S d92 8000-99 TH
FL P.E.# 58705
ITE7VI
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-SWINGSRL(LOW RISE)
68038
DOOR PANEL
5
---------
HEAD, SILL &IAMB WEATHERSTRIP SCHLEGAL
U83337T8500
20
8012
STILE
68012
21
8014
TOP RAU,, MIRFADED ROD DESIGN)
68014
22
8013
BOTTOM RAIL, (THREADED ROD DESIGN)
68013
23
8017
TOP SWEEP
68017
24
8016
BOTTOM SWEEP
68016
25
SWEEP SCREWS 44X 1/2" PIMPH
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 #6-32 x l/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 5/1&18 X 36"
6TRODA
36
-
FLANGED HEX NUT5/16-18
7990NUTA
37
8039
TRUSS CLAMP
60378M
38
8043
S/SGEAR LATCH MECHANISM (ASHLAND)
39
8030
LOCK BLOCK
48030
40
ASS'YSCREWS #8X2" SSPHILLTRHD
78X2TPAX
-LATCH
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 (ACTIVE HINGED LEFF)
W5110-43S1
46
8038L
LEFT - STRIKE PLATE AT ASTRAGAL (ACTIVE 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 1/2 PHILL FH
78MZAX
51
STRIKE PLATE SCREWS raSILL SS 8 X 1/2 PHILL UNDERCUT FH
78XI2PFHUX
-
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)
69013A
57
- -
5/l6" x2 1/2" LAG BOLTS
7516LJ30LTX
FT9750
ff
FULL JAMB SIDE LITE
IT17VI
DWG#
DESCRIPTION
PGT#
1
8006
FRAME -HEAD. SILL & JAMB
68006
4
8008
DRIP CAP
69008
G
8007
SCREW COVER
68007
7
8009
INSTALL PLATE
69009
8
------- -
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
FLANG DHEXNUT5/16-18
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
FRAME - HEAD &SILL
68006
4
DRIP CAP
68008
r
SCREW COVER
68007
INSTALL PLATE
68009
8
FRAME ASSEMBLY SCREW # 8 X V PH QUAD
781PQA
21
8014
TOP RAIL
69014
22
80'13
BOTTOM RAIL
68013
35
------
THREADED ROD 5/ 1 & 18 X 36"
6TRODA
36
FLANGED HEX NUT5/16-18
7990NUTA
37
8039
TRUSS CLAMP
60378M
G0
# 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
8056
SUBSfLL(OPTIONAL)
68056
GLASS, BEADS & SILICONE
90
-----------
GLAZINGSEALANT, DOW CORNING791, 899, 983 OR 995
91
-
7/16" LAMINATED GLASS (3116" 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
----
7/8" LAMI LG (3/16" T, 1/4" SPACE, 3/16" ANN.,.090 PVB, VIC' 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 (3/16" 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
lU8
8024A
7/8" IGBEAD
68024A
109
1224
VIlVYI BULB W STP (THICK)
GTP247
0 iL'CHNOLOGYDRIVE
Al. t/EW(CE, FL 34275
(94 �) 480-1600
AN HnR/Sl18STRATE MATERIAL PROPERTIES:
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
114" DeWalt UltraCon+®
148 ksi
164 ksi
1I4" 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
rrr�
ti
_A No. 58705 �L =
A! E I- �1
`111111t1111
A. LYNN MILLER, P.E.
FL P.E.# 58705
1.000
30686
:ii• •! •
O FRAME, HEAD, JAM6
AND SIDELITE SILL
3.018
IOU .050
-1,278 �-�-
.062
2.236
.583
�-®- 3.636 *� {
583
•
3.636 —¢
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2.000
3.990
1.033
1.160
1
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•
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�JSTALL PLATE ! • • 1STI LE••
1,938 .100 1.93E
Q 8,250 oil
ZZ #8013 6063-T6
BOTTOM RAIL
I
1.938 .100
8.250 _ I
H
l`Ib$�a�a�l
1.93E
4.434
III to
4.434
.050
:797
2,240
8016 6063-T5
24 BOTTOM SWEEP
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No* 58705
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A: LYNN MILLER, P.E.
FL P,E.# 58705
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D #8021 B •1•
.•
HINGE, JAMB
jIL4 .050
1438al F
2*622
SL W-AD TRIVI
ip
:104112101 CFMkl
STRUCTURAL
POLY150BUTYLENE
WITH DESICCANT
EXT,
KODISPACE
100 4SG TPS
COVERGEAR HINGE,
3.77�
125 .050 .325
1.169
965 r----,--,
rd
#8026A •i.
1•
CONE
1/4" NOM.
STF
DI
EXT.
TNT. GLASS
OPTIONAL
142 i
075
.301 D�
2.438 —� 4
•
:1 : 616181 •. 61 6
HINGE, BACKwi GEAR HINGE, D••
750 .045
.818 r-a---
HOT -MELT BUTYL
's7iFiii.C�lu�
SUPER
101 SPACER®NXT�''
Part #
Description ]�Material
100
Kommeding 4SG TPS Spacer System
101
Quanex Super Spacer nXT with Hot Melt Butyl
See this
Sheet for
102
Quanex Duraseal Spacer
Materials
103
Cardinal xL Edge Spacer
REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970
o��7rzo I H
F.IG j 12123/04 � LT.
NO CHANGES THIS SHEET:
GLASS
BUTYL &
DESICCANT
FOAM
EXT. GLASS—\
3.636 -- s
ilk rJAIMUMITITWO
ALUMINUM
REINFORCEMENT
5/16"
®URASEAL®
102 SPACER
r
.040
ROLL -FORMED
STAINLESS STEEL
GLASS
EXT. GLASS
125 3.251
.100
8033B 6105—T5
80 FD ASS'Y BEAM
37 #8039 6063—T6
TRUSS CLAMP
050
L JAMB TRIM
la •
NT. GLASS
XL EDGE'"''
103 SPACER
\,\GENg� •. t<
No.58705
44
RUSIO PROFILES ''/// /ONAU �a\
FRENCH DOOR & SIDE LITES, IMPACT � k \ \ \
[1�12
s,.� arm R.l A. LYNN MILLER, P.E.
9 l2 8oQowill H FL P.E.# 58705
�6 -16" : 161'r -16" � �6"
11" 11"
JAMB
ANCHORS
T. QTY
95 314" 5
It
18.500"
MAX. O.C.
_( )
83 3/4" - (5)
79 3/4" - (5) 11"
DETAIL A (CONCRETE)
(SINGLE PANEL)
ANCHOR TYPES:
BORC
X.
10.571 "
MA
O.C.
JAMB
ANCHORS
HT. QTY.
91 314" - (8)
83314, - (7)
79 3/4" - (7) 'lilt
DETAIL B (WOOD/ALUM.)
(SINGLE PANEL)
ANCHOR TYPES:
C OR A
3"
MW.
TYP.
HEAD & SIL
ANCHOR
CLUSTER
(TYPICAL)
SEE NOTE
JAM B
ANCHORS
HT. QTY
(5)
91 3J4" - (5)
(5)
(5)
(5)
SEE
/ DETAIL C (CONCRETE}
(2 OR MORE PANELS)
ANCHOR TYPES:
BORC
NOTE 4 REGARDING
APPLICABLITY OF CIRCLED
ANCHOR LOCATIONS
11"
18.500"
MAX. O.C.
SEE NOTE 5
REGARDING
APPLICABLITY
OF CIRCLED
ANCHOR
LOCATIONS
1" MIN.
TYP.
SP. TYP,
HEAD &SILL
ANCHOR
CLUSTER
(TYPICAL)
SEE NOTE 5
SP. TYP.
OR MORE
ANCHOR. TYPES.
•- •
C
JAM B
AN(`H(1R
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 !S 15 OR GREATER AND
AT 3"16" 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"36", 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
THIS SHEET.
Ft�7ro (9/4 ! 10 of 12
'' �1GEN3F a
No, 58705zu
`
O rTT(41
�.
l P�4CT / /111111110"�
A. LYNN MILLER, P.E.
800D-11 H FL P.E.# 58705
TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. OPTIONAL SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. OPTIONAL
1 /4" MAX. 84 1 /4" MAX. 84'
1 /4„ MAX.
1/4 GROUT,
GROUT GROUT
MAX. SEE SEE SEE
SHIM NOTE 3 NOTE 3 NOTE 3
' ..\•t:••
T
S , {I �--��
METAL SUBSTRATE ` 2X WOOD 2X WOOD
•
CONCRETEICMU :':';`
PER ANCHOR . ,. EMBEDMENT BUCKSTRIP BUCKSTRIP OR EMBEDMENT
EMBEDMENT
REQUIREMENT PER ANCHOR :' ,,,,. FRAMING, SEE FRAMING, SEE
REQUIREMENT ,': NOTE 1 THIS SHEET NOTE 1, THIS SHEET
EDGE DISTANCE
1/8" MIN. EMBEDMENT (METAL THICKNESS) EDGE DISTANCE -om EDGE DISTANCE EDGE DISTANCE �-
TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL
(DIRECT TO METAL) (DIRECT TO CONCRETE) (DIRECT TO WOOD) (DIRECT TO WOOD)
EXTERIOR INTERIOR
EMBEDMENT
(ALL HEAD & SILL SECTIONS)
1X WOOD 2X WOOD BUCKSTRIP OR FRAMING,
EDGE DISTANCE SEE NOTE 1, THIS SHEET
BUCKSTRIP, SEE
1/8" MIN. EMBEDMENT (METAL THICKNESS) EDGE DISTANCE -p-{ NOTE 1; THIS `";',
'`.CONCRETE/CMU::,.
PER ANCHOR " " ' EDGE DISTANCE -�-
SHEET.IV
EDGE DISTANCE :,' .,
CONCRETEICMU !" REQUIREMENT .,'
1/4" �-0. o
METAL SUBSTRATE 1/4 PER ANCHOR V` I
_
MAX. REQUIREMENT .;� ;;�°. `::a.'•, MAX. 1/4
PERANCHOR EMBEDMENT MAX• EMBEDMENT
`'
SHIM SHIM
IV PIV
REQUIREMENT :: '>' J SHIM
or J
1/4"
MAX.
IV ISHIM
TYP. ANCHOR TYPE, TYP, ANCHOR TYPE, TYP. ANCHOR TYPE, TYP, ANCHOR TYPE,
EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1, SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1.
TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD
(DIRECT TO METAL) (DIRECT TO CONCRETE) (THRU 1X INTO CONCRETE) (DIRECT TO WOOD)
NOTES:
1. WOOD BUCKS DEPICTED AS 1x 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). IV It It 14F
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 \�.�.( LYN/V
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`�G•''�cts���
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.
�y ;' No. 58705 =
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) _ ffi _
MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. - " _
.a
FTE
•
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No VMIC9 hz 3a75
ANCHORAGE T" &S
(�* % S ,' �0 V
coking �� with the Rod&
{841)460.1500
i �l.GfiiOP.`'
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p
" ifl
ALUM. F O SIDE LlT"S IMPACT
.
��C�
�/,,,
CERT.OFAUlH 9298
0n IAL
Expi"mdsna
®750
1/4
19 d 92
5000-11
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t � . �
A. LYNN MILLER, P.E.
Rewdsr.
DOW:
per.
a cer7
AGK
04117120
H
NO GESTHISSHEET.
F.IG
IN, 2/23f04
L.T.
4/Ri05
FL P.E.# 58705
EXTERIOR
MAX.
SHIM
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
�a
METAL SUBSTRATE
N PER ANCHOR
REQUIREMENT
EDGE DISTANCE
1/8" MIN. EMBEDMENT (METAL THICKNESS)
TYPICAL DOOR SILL
(DIRECT TO METAL)
P. ANCHOR. TYPE, INTERIOR
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
EDGE
DISTANCE
METAL
SUBSTRATE
PER
ANCHOR
REQUIREMENT
MAX. SHIM —�-�
TYPICAL DOOR &SIDE LITE JAMB
(DIRECT TO METAL)
EDGE
DISTANCE
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
EXTERIOR
GROUT,
SEE NOTE 3,
SHEET 11
1/4
TYP. ANCHOR TYPE, TYP. ANCHOR TYPE,
EMBEDMENT AND OPTIONAL EMBEDMENT AND EDGE
EDGE DISTANCE PER DISTANCE PER SUBSTRATE,
SUBSTRATE, SEE 11T<
SEE TABLE A, SHEET 1.
TABLE A, SHEET 1.
2 EXTERIOR 2
OR
10 1 /4" MAX. 10
GROUT,
SEE NOTE 31� '
SHEET 11
�l 4ol. a I
EMBED4MENT,P�
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
TYPICAL DOOR SILL
(DIRECT TO CONCRETE)
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
EMBEDMENT
SHIM —►� �--�—
TYPICAL DOOR &SIDE LITE JAMB
(DIRECT TO CONCRETE)
4
INTERIOR
EDGE
DISTANCE
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
3UCKSTRIP OF
FRAMING, SEE
fE_9 SHEET 11
TYPICAL DOOR SILL
(DIRECT TO WOOD)
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
TYP. ANCHOR TYPE,
EMBEDMENTAND OPTIONAL
EDGE DISTANCE PER
SUBSTRATE, SEE 84
TABLE A, SHEET 1.
EXTERIOR
2
" MAX. 10
GROUT,
SEE NOTE
3, SHEET 11
X WOODZ
BUCKSTRIP OR
EMBEDMENT FRAMING, SEE
NOTE 1 SHEET 11.
OPTIONAL DOOR SILL
(DIRECT TO WOOD)
4 TYP, ANCHOR TYPE,
INTERIOR EMBEDMENT AND EDGE
ISTANCE PER SUBSTRATE,
EE TABLE A. SHEET 1,
EMBEDMENT
EDGE F' 1/4" MAX. SHIM
DISTANCE01)1
2X WOOD
BUCKSTRlP OR
FRAMING, SEE
NOTE 1, SHEET 11.
1/4" MAX. SHIM
BUCKSTRlP, SEE
NOTE 1, SHEET 11.
TYPICAL DOOR & SIDE LITE JAMB
(THRU 1X INTO CONCRETE)
TYPICAL DOOR &SIDE LITE JAMB
(DIRECT TO WOOD)
.��.. • 11
,� ��cENsF ••.1��
q . N� ;
No. 58705
oTATE OF `
`S1ONAL
A. LYNN MILLER, P.E.
FL P.E.# 58705