HomeMy WebLinkAboutNOA ALUMINUM FRENCH DOORWANNED
BY
MIAMI-DADE MIAMI—DARE COUNTY, FLORIDA
= A 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) 31> 2599
NOTICE OF ACCEPTANCE (NOA) www.mlamidade.Qov/economv
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, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Lone.
DESCRIPTION: Series "FD-750" Outswing Aluminum French Door w/ Sidelites — L.M.I.
APPROVAL DOCUMENT: 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., 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.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
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. 16-0629.16 and consists of this page 1 and evidence pages E-1, E-2, E-3 and
E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P. E.
r NOA No. 17-0504.04
M1AM1•DA6E COUNTY �, Expiration Date: February 24, 2020
Approval Date: December 07, 2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 09-1028.10)
2. 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
I. 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)
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 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)
3. 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 2411.32.1, 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 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)
Jorge M. Plasencia, P. E.
Product Control Unit Supervisor
NOA No. I7-0504.04
Expiration Date: February 24, 2020
Approval Date: December 07, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (coNiTimuED)
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
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
OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FTL-4527, dated 02/10/05, signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted under previous NOA No. 05-0419.03)
5. 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)
6. 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.
(Submitted under previous NOA No. 05-0419.03)
7. 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 outsw-ing
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.
(Submitted under previous NOA No. 05-0419.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014) and FBC 6111 Edition (2017), prepared by manufacturer, dated
11/22/17, signed and sealed by A. Lynn Miller, P. E.
2. Glazing complies with ASTM E1300-04/ 09
rge M. Plasencia, P. E.
Product Control Unit Supervisor
NOA No. 17-0504.04
Expiration Date: February 24, 2020
Approval Date: December 07, 2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 Kararay 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 (MA)
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 5m Edition (2014) and FBC 6ch Edition
(2017), issued by manufacturer, dated 08/16/17, signed and sealed by A. Lynn Miller,
P. E.
2. Statement letter of no financial interest, issued by manufacturer, dated 04/28/17,
signed and sealed by A. Lynn Miller, P. E.
3. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
(Submitted under previous NOA No. 16-0629.16)
4. Test proposal No. 16-0152 dated 03/09/16 approved by RER-
5. Laboratory compliance letter for Test Report No. FTL-5941, issued by Fenestration
Testing Laboratory, Inc., dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E.
(Submitted under previous NOA No. 09-1028.10)
6. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq
Chanda, P. E.
(Submitted under previous NOA No. 09 1028.10)
7. Laboratory compliance letter for Test Reports No.'s FTL-4921, dated 07/17/06,
FTLA527, dated 02/10/05, FTLr-4528, dated 02/14/05, FTL-4315, dated 09/13/04,
FTL-4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated 09/01/04
and FTL-4312, dated 09/13/04, all issued by Fenestration Testing Laboratory, Inc., all
signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted under previous NOA No. 05-0419.03)
Jorge M. Plasencia, P. E.
Product Control Unit Supervisor
NOA No. 17-0504.04
Expiration Date: February 24, 2020
Approval Date: December 07, 2017
E-3
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHERS
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.T., approved on 07/28/16
and expiring on 02/24/20.
orge AL Plasencia, P. E.
Prodfict Control Unit Supervisor
NOA No. 17-0504.04
Expiration Date: February 24, 2020
Approval Date: December 07, 2017
E-4
SERIES 750 OUTSWING. IMPACT RESISTANT FRENCH DOOR AND SIDE LITE
1. GLAZING OPTIONS:
A. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT
STRENGTHENED GLASS WITH AN .090" PVB INTERLAYER
B. 7/16• LAMA CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090" PVB
INTERLAYER
C. 7/16" LAMI CONSISTING OF (1) LATE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT
STRENGTHENED GLASS WITH AN .075" INTERLAYEJZ
D. 7/16" LAMI CONSISTING OF (2) LITES OF 3M6" HEAT STRENGTHENED GLASS WITH AN .075"
INTERLAYER.
E 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3116" TEMPERED GLASS OUTSIDE, 1 /4' AIRSPACE AND
(1) 7/16" LAMA GLASS ASSEMBLY INSIDE (3/16•A,.090" PVB, 3116" HS).
F. 718" LAMI I.G. CONSISTING OF (1) LITE OF3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND
(1) 7/16" LAMA GLASS ASSEMBLY INSIDE (3/16" HS,.090" PVB, 3116" HS).
G. 718" 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" A,.075" INTERLAYER, 3/16" HS).
H. 718" 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,.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 E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
TART F A•
DESIGN PRESSURE RATING IMPACTRATING
SEE TABLE 1 ON SHEET 3 RATED FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE
Anchor
Anchor Type
Frame
Subldrate
Min. Edge
Min.
Embedmentor
Group
Member
Dlstanee
Metal Thickness s
A
#125tee)SMS
(
Sou emPne G=0.55)
9116"
1318"
All
6063-T: Aluminum
ifs"
118"
(Gr. 5)
B
1/ " Elco
All
CDnctete (ntin, 2.86 ks1)
2"
13K'
Jamb
Hollow Block (ASTM C90)
2"
14,4"
UHraConO
1/4' 410 SS Elco
All
Concrete m n. 3.36 ksl)
13/4"
13/4"
C2teF(ex®
Jamb
fid Block (AS *1 C80)
13/4"'
1-114"
ALA,
Southern P(ne (SG = 0.55)
1"
1-
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 TWES ARE APPLICABLE.
3) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE.
3. CONFIGURATIONS: X O, XX, XO. OX. )00 XX0 OXX, OXO 2)00(, XXXO, OXXX, OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR
FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EfTHER 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,)(X, AND-0 UNITS TO MAKE THE ABOVE
CONFIGURATIONS.
4. ANCHORAGE: THE 33113% 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.
ANSVAF&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).
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 ....................10-1
Material
Min. Fy
Min. F.
Steel Screw
92 ksl
120 ksi
Elco UftreConel
155 ksl
177 ksi
410 SS Elco CreteFlex®
127.4 ksl
189.7 ksi
6063-115 Aluminum
16 ksl
22 ksl
CERI: OFAUM ARM=
CODES/ STANDARDS USED:
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
•ASTM E130"9
•ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION
*ALUMINUM DESIGN MANUAL, ADM-2016
•AISI S100-12
•A1SC 360.10
"PVB" = 090" TROSIFOL® PVB BY KURARAYAMERICA, INC. OR
SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.:
VANCEVA BY EASTMAN CHEMICAL CO.
FDW I FULA 1 Q 12 1 8000-11
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-Na. 17-0504.04
Explra0on Date 0 4/2020
By
Miami ade dduct Control
�++ �1YLYN/?'e
No.58705 7
ps` TED
Fs
, AL t�?�`•
A. LYNN MILLER, P.E.
FL P.E.# BB706
7116' NOM.
- 3/18° ANNEALED OR HEAT STRENGTHENED GLASS
- .090' PVB INTERLAYER
- 3/16" HEAT STRENGTHENED GLASS
91 OR 92
5/8' GLASS
BITE
7116" NOM.
- 3/16' ANNEALED OR HEAT STRENGTHENED GLASS
-.075"VANCEVAINTERLAYER
- 3/16" HEAT STRENGTHENED GLASS
93 OR 94
518" GLASS
BITE
EXTERIOR INTERIOR EXTERIOR INTERIOR
GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK
7/16" LAMI GLASS W/ PVB INTERLAYER 7/16" LAMI GLASS W/ VANCEVA INTERLAYER
718" NOM. 718° NOM.
3/16' TEMPERED GLASS 3/16" TEMPERED GLASS
AIR SPACE AIR SPACE
3/16" ANNEALED OR HEAT 3/16' ANNEALED OR HEAT
STRENGTHENED GLASS STRENGTHENED GLASS
090' PVB INTERLAYER .075 VANCEVA INTERLAYER
3/16" HEAT STRENGTHENED GLASS 3116" HEAT STRENGTHENED GLASS
n l t 1 1 1 l 95 OR 96 97 OR 98
EXTERIOR
518" GLASS
BITE
INTERIOR
GLAZING DETAIL `SETTING BLOCK
7/8" LAMI I.G. GLASS W/ PVB INTERLAYER
"PVB" =.090" TROSIFOLO PVB BY KURARAY AMERICA, INC. OR .090' r
SAFLEXIKEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.; i
VANCEVA BY EASTMAN CHEMICAL CO.
518" GLASS
BITE
EXTERIOR INTERIOR
GLAZING DETAIL SETTING BLOCK
7/8" LAW I.G. GLASS W/ VANCEVA INTERLAYER
N vavrm FL3rrr6 GLAZING DETAILS
cmr�o aurx,ez�e ALUM FRENCH DOOR & SIDE L1TES, I
aactamnemn D ae".mv.e ua s+.. ".+a,e
"n O Fn7so U 2 - 12 8000-11
,utaiwra�xm
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-Na. 17-0504.04
Explratlon Date 02/2412020
By
Mlam a induct cantral
LYNN `%..
fST.
�S G
'7.S��NAL 1 t N.�.
A LYNN MILLER, P.E.
FL P.E.S 58705
Table 1. Ma)dmum Design Pressures (W
Configuration
Width (in)
Allowed
Glass
Types
Height (in)
L79 31V (6)
83 3/4" (70)
87 3/4"
91 3/4"
95 314" (80)
French
X
37" (3°)
A,E
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
Door
XX
713/4" (6q
A,E
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
Full
Jamb
3611J46"
A,E
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
3011/16"
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
Sidelite
Narrow
33 11/16,
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+97.4
-97.4
Jamb
3611116'
A. B, E, F
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
C,G
+100.0
-100.0
+99.9
-99.9
+95.3
-95.3
+91.4
-91.4
+87.9
-87.9
D,H
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
1617C7
A - 7/16" LAMI (3116-A,.090 PVB, 3/16"HS)
FTLa1311, 4312, 4315
B - 7/16" LAM[ (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- 527, 4528, 4529, 4530
E - 7/8- LAW LG. (3/16"T, 114" AIR SPACE, 3116"A,.090 PVB, 3/16"HS)
FTL-4311, 4312, 4315
F - 718" LAMI I.G. (3/16'T, 114- 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. (3/19-T, 1/4" AIR SPACE, 3/16"HS,.075 VANCEVA, 3/16"HS)
UPGRADE FTL-4527, 4528, 4529, 4530
OVERHANG
LENGTH
OVERHANG
HEIGHT a
NOTES:
1. IF USING THE OPTIONAL LOW-RISE SILL
(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.
FTL5941)
2. FOR COMBINED UNITS, THE LOWEST
DESIGN PRESSURE OF THE SIDELITE AND
THE DOOR GOVERNS THE OVERALL
ASSEMBLY DESIGN PRESSURE.
PRODUCT REVISED
as complying with the Florida
Sullding Coda
NOA-No. 17-0504.04
Expiration Date 02/2412020
``ttyu u , n i�iii
LYNiy,��
Na. 58705
OF
10M TeC MOGYDRNE o.et� ��� �F[ORlOP,.•' ���
NVFNI=FC9= DESIGN PRESSURES
M41)4e41A10 ,,.. �i,, GAIAL
CERT.. OFAun1. CD�e
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JRr A. LYNN MILLER P.E.
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= 0
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Expiration Data 02/24/2020
Miam -D / Product Control
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Expiration Date 0 412020
By
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NOA-No. 17-0504.04
Expiration Date 02J2412020
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11"
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MAX.
JAMB
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ANCHORS
1g,500•
ANCHORS
HT. QTY.
MAX O.C.
HT. QTY.
95 3/4" - (5)
913/4°-(5)
95 3/4' - (8)
91314'-(8)
87 3/4' - (5)
83 314-
87 314' - (8)
83 314'
- (5)
- (7)
79 3/4" - (5)
11•
79 3/4' - (7)
11°
31
3"MIN. AHEAD & SILL MIN. HEAD & SILL
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SEE NOTE 4 SEE NOTE 5
JAMB I
ANCHORS
18.500'
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(2) EQ.
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,
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95 3/4' - (8)
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SP. TYR 87 3/4" - (8)
rl 83 3/4° - (7)
79 314" - (7)
DETAIL A (CONCRETE)
DETAIL B (WOOD/ALUM.)
DETAIL C (CONCRETE)
SEE NOTE 5
DETAIL D (WOOD/ALUM.)
(SINGLE PANEL)
(SINGLE PANEL)
(2 OR MORE PANELS)
APP�ICA D1FN.G Y-/
(2 OR MORE PANELS)
ANCHOR TYPES:
ANCHOR TYPES:
ANCHOR TYPES:
OF CIRCLED
ANCHOR TYPES:
B OR C
C OR A'
B OR C
ANCHOR
C OR A
SEE NOTE 4 REGARDING LOCATIONS
ANCHORAGE SPACING REQUIREMENTS: APPLICABILITY OFCIRCLED
ANCHOR LOCATIONS
1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D
ABOVE REPRESENT ANCHORING OF ANY MD(TURE 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 ATHROUGH D ARE MAXIMUMS.
2. ANCHOR TYPES: ANCHOR TYPES: SEE TABLE A, SHEET 1 FOR ANCHOR TYPES, SUBSTRATES AND LIMITATIONS.
3. SINGLE PANEL CONFIGURATIONS: (OETAILA, 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 16° 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 18.600" MAX O.0
5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOD/ALUM. SUBSTRATE)
HEAD AND SILL:- 6" MAX FROM FRAME CORNERS AND
AT X,13% 9" AND 12° MAX. ON EACH SIDE OFASSEMBLY 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
M ivz R3a m ANCHORAGE SPACING
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PRODUCT REVISED
as complying with the Florida
Building Code
NDA-Ho. 17-0504.04
Expiration Date002124/2020
By
Miami -Dad oduct Control
`t`tt�n,, nl�iii
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N0.58705
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TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
1/4'
SHIM
(I
1 METAL SUBSTRATE
PER ANCHOR
REQUIREMENT
EDGE DISTANCE
1/8' MIN. EMBEDMENT (METAL THICKNESS)
TYPICAL SIDE LITE SILL
(DIRECT TO METAL)
TYR ANCHOR TYPE•
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
1W MAX.
GROUT,
r�
NOTE 3� I
PER ANCHOR
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
TIONAL DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1,
1/4' MAX.
GROUT
SEE
NOTES
2X WOODS
EMBEDMENT BUCKSTRIP OR
1 FRAMING.SEE
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1. OPTIONAL
1W MAX, 84
GROUT
SEE
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—� 2X WO�SEE
1
EMBEDMENT BUCKSEMBEDMENT
FRAMI
EDGE DISTANCE ---{ t- EDGE DISTANCE --- { I_ —
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C] EXTERIOR INTERIOR
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EDGE DISTANCE ---{ t
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(DIRECT TO WOOD)
EMBEDMENT
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EDGE DISTANCE
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BUCKSTRIP, SEE
SEE NOTE 1, THIS SHEET
1/8' MIN. EMBEDMENT (METAL THICKNESS)
EDGE DISTANCE NOTE 1, THIS
: CONCRETE/CMU:: •.''. "''"`
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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 1xARE LESS THAN 1-10 THICK. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
DEPICTED AS 2xARE 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 ATTACHMENTFOR ALUM: THE MATL SHALL BE A MIN. STRENGTH
PROV LL SUPPORT TOTHE DOOR FRAME SIMILAR TOTHAT SH WN THE DETAILS B O ON THIS SHEET
R 2x WOOD BUCKS. THE ANCHOR SHALL E M A #12 S
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ON SHEET 10 MAY BE USED. Q :�
3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NDN-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) z* ; No. 58705
MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHTTO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE.
PRODUCT REVISED 10MTECHAVLOGYDfZ1VE
as complying with the Florida "•'AMM FL34M ANCHORAGE DETAILS
Buliding Code (86!)I80.1600 ne i
NDA-to. 17-0504.04 Carr OFAMI.f2M ALUM, FRENCH DOOR & SIDE LITES, IMPACT
Fxpiratlon Date 02124/2020 ctc � 1�ff- 'O"'�fe,,rt �,,,,,� ®FD-750 1 114 1 11 - 12 1iq000-11
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TYP. ANCHOR TYPE,
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TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
EMBEDMENTAND OPTIONAL
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
EDGE DISTANCE PER
DISTANCE PER SUBSTRATE,
SEE TABLE A SHEET 1.
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84
SEE TABLE A. SHEET 1.
TABLE A, SHEET 1.
r7 EXTERIORg
EXTERIOR
EXTERIOR
aEXTERIC
1/4"
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SEE NOTE
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1
METAL SUBSTRATE
SHEET 11
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PER ANCHOR
I REQUIREMENT
EMBEDMENT
.%; ;'. ,:;='• • •CONCRETEfCMU
PER ANCHOR
EMBEDMENT
BUCKSTRIP OR
FRAMING, SEE
EMBEDMENT
�}— EDGE DISTANCE
1/8" MIN. EMBEDMENT (METAL THICKNESS)
;; REQUIREMENT
NOTEEET 11.
TYPICAL DOOR SILL
TYPICAL DOOR SILL
TYPICAL DOORSILL
(DIRECT TO METAL)
(DIRECT TO CONCRETE)
(DIRECT TO WOOD)
EDGE
DISTANCE
TYP. ANCHOR TYPE, TYP. ANCHORTYPE, 4 TYP. ANCHOR TYPE,
EMBEDMENTAND EDGE INTERIOR EMBEDMENT AND EDGE INTERIOR EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, DISTANCEPER SUBSTRATE, DISTANCEPER
SUBSTRATE,
SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1.
SEE TABLE A, SHEET 1.
I---- EMBEDMENT J EMBEDMENT EMBEDMENT
Im EDGE EDGE
DISTANCE .. ..-`.'.' DISTANCE :,
- J
METAL
SUBSTRATE
PER
ANCHOR
REQUIREMENT
1/4" MAX SHIM -- I
TYPICAL DOOR & SIDE LITE JAMB
(DIRECT TO METAL)
INTERIOR
J__—
EDGE
DISTANCE
TYP. ANCHOR TYPE,
EMBEDMENTAND
EDGE DISTANCE PER
SUBSTRATE,SEE
TABLE A, SHEET 1.
FRAMING,
NOTE 1, SHEET I
OPTIONAL DOOR SILL
(DIRECT TO WOOD)
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
�+ {— EMBEDMENT
TFF,9. {►— 1/4" MAX. SHIM
t I r
io
2X WOOD
CONCRETE/CMU '" "'•t" ;; BUCKSTRIP OR
','i'-r,;:'}•- CONCRETE/CMU :'.•..:..::;
PERANCHOR PERANCHOR""+'`" FRAMING, SEE
REQUIREMENT `• y:! ^;' REQUIREMENT NOTE 1, SHEET 11. 1
;z: II II I
114" MAX. SHIM .--'1 t� - 1/4" MAX. SHIM 1X WOOD TYPICAL DOOR & SIDE LITE JAMB
BUCKSTRIP, SEE (DIRECT TO O D
NOTE 1, SHEET 11.
TYPICAL DOOR & SIDE LITE JAMB TYPICAL DOOR & SIDE LITE JAMB
(DIRECT O CONCRETE) T R 1 INTO CONCRETE ,,``''YILYNA,1",,
PRODUCT REVISED
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as complying with the Florida
Meurmxw
VM1M. R.3v75
Building Code
041)4004600
NOA-No. 17-0504.04
.r oFAUM MW
Expiration 13ate02124/2020
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Mia ad roduct Control
JR
04/10/f7
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ANCHORAGE DETAILS
ALUM. FRENCH DOOR & SIDE LITES, IMPACT
®
FD-750
1 114
1 12 � 12
8000-11
CLARIFIED DETAILS, ADDED METAL SUBSTRATE
F.K.
12/13/D4
"lot
LT.
4/D/A9
A. LYNN MILLER, P.E.
FL P.E.# 5870E