HomeMy WebLinkAboutNOA; Series FD-750 Outswing Aluminium French DoorMIAMI•DADE MIAMI—DADE COUNTY, FLORIDA
o 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
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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.1S dries "RD=750"Wtswing Aluminum French -Door w/ Sidelites — L.M.I.
APPROVAL DOCUMENT: 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., bearing the Miami —Dade County Product Control Section Renewal stamp
with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
1. 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.
TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be
done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No. 17-0504.04 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 Ishaq I. Chanda, P. E.
. �APPRQVEO • _ - -
®pN
` V- Cj �N0A-_No. T9=1226:08 yt
FExpiration Date: February 24,, 20 5
Approval Date: January 09, 2020
Page 1
�vl
Ito X,
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 10/12/1.1, 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-431.1, dated 09/01/04, all signed and sealed by Edmundo
J. Largaespada, P. E. (Submitted 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.(Submitted under previous NOA 1V6. 05-0419.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC
2014, 51h Edition, prepared by manufacturer, dated 10/11/11, signed and sealed by A. Lynn
Miller. P. E.
2. Glazing complies with ASTM El300-04/ 09
shaq I. Chanda, P. E.
Product Control Unit Supervisor
NOA No. 19-1126.08
Expiration Date: February24, 2025
Approval Date: January09, 2020
E-1
PGT Industries
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. 14-0916.10 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. 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 (MA.) 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 51h 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.
G. OTHERS
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
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.
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. 19-1126.08
Expiration Date: February 24, 2025
Approval Date: January 09, 2020
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th 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 (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 51h Edition (2014) and FBC 6th 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.
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.I., expiring on 02/24/20.
3. Evidence submitted under previous approvals
A. DRAWINGS
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 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.
), A"J�
haq I. Chanda, P. E.
Product Control Unit Supervisor
NOA No. 19-1126.08
Expiration Date: February24, 2025
Approval Date: January 09, 2020
E-3
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHERS
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. New Evidence submitted
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 (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 (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.
�Slnu� ) -/—� C.., a -IF,
Ishaq I. Chanda, P. E.
Product Control Unit Supervisor
NOA No. 19-1126.08
Expiration Date: February 24, 2025
Approval Date: January 09, 2020
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 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, 3116" 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) 7/16" 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 (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 El300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
DESIGN PRESSURE RATING
IMPACT RATING
SEE TABLE 1 ON SHEET 3
RATED FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE
I AbLt A:
Min.
Anchor
Anchor Type
Frame
Substrate
Min. Edge
Embedment or
Group
Member
Distance
Metal Thickness
#12 Steel SMS
All
Southern Pine (SG = 0:55)
9/16"
1-3/8"
A
(Gr. 5)
All
6063-T5 Aluminum
3/8"
1/8"
1/4" Elco
All
Concrete (min. 2.85 ksi)
2"
1-3/4"
B
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
Jamb
Hollow Block (ASTM C90)
1-3/4"
1-1/4"
CreteFlex@
All
Southern Pine (SG = 0755)
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.
3. CONFIGURATIONS: X, 0, 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 0 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).
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
Material
Min. Fy
Min_ F„
Steel Screw
92 ksi
120 ksi
Elco UltraCon®
155 ksi
177 ksi
410 SS Elco CreteFlex®
127.4 ksi
189.7 ksi
6063 T5 Aluminum
16 ksi
22 ksi
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600
sdeyi Date: Revisions: CERT. OFAUTH. #29296
JR 04110117 G UPDATED TO FBC 2017, ADDED TBL A, REV'D DOOR SILL.
wn By: Date. Checked B . Date:
F.K. 12123104 L.T. 418105
CODES / STANDARDS USED:
o2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
o2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
oASTM E1300-09
oANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
°ALUMINUM DESIGN MANUAL, ADM-2015
oAlSI S100-12
oAISC 360-16
"PVB" = .090" TROSIFOL® PVB BY KURARAY AMERICA, INCsQR...
SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL COt;:;`
VANCEVA BY EASTMAN CHEMICAL CO.
Description: r,
GENERAL NOTES AND DRAWING MAP
Till.:
ALUM. FRENCH DOOR & SIDE LITES, IMPACT
Senes/Model: Scale: Dewing No. Rev:
FD750 FUL 9 Shee6• al 12 8000-11 G
rWMuCTRENEWFA
us complying with the
jaulding Code
Acceptance iVa
Expiration
By jst,1• `�n •-
mia'nei t>5 '
LYNN
��'� ,• ' LICENSE' . l�� `i
— � No. 58705 �
S ATE O�
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FORIO I" G\��
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A. LYNN MILLER, P.E.
FL P.E.# 58705
10
EXTERIOR
10
7/16" NOM.
- 3116" ANNEALED OR HEAT STRENGTHENED GLASS
- .090" PVB INTERLAYER
- 3/16" HEAT STRENGTHENED GLASS
91 oR 92
90
105 5/8" GLASS
BITE
I INTERIOR EXTERIOR
GLAZING DETAIL \- SETTING BLOCK
7/16" LAMI GLASS W/ PVB INTERLAYER
EXTERIOR
GLAZING DETAIL
7/8" LAMI I.G. GLASS W/ PVB INTERLAYER
"PVB" = .090" TROSIFOLO PVB BY KURARAY AMERICA, INC. OR .090"
SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.;
VANCEVA BY EASTMAN CHEMICAL CO.
JR 1 04110117 G NEW PVB MANUFACTURER.
,vnBr. I Date: CheckedB. Date:
F.K. 12123104 1 L.T. 418105
ASS
HEAT
ASS
ER
7/16" NOM.
- 3/16" ANNEALED OR HEAT STRENGTHENED GLASS
- .075" VANCEVA INTERLAYER
- 3/16" HEAT STRENGTHENED GLASS
_ 0111WIN
93 OR 94
105 5/8" GLASS
BITE
INTERIOR
GLAZING DETAIL \— SETTING BLOCK
7/16" LAMI GLASS W/ VANCEVA INTERLAYER
THENED GLASS
ASS
E
'1C;K
fkSS
HEAT
ASS
ZLAYER
THENED GLASS
ASS
E
EXTERIOR
GLAZING DETAIL \— SETTING BLOCK
7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER
1070 TECHNOLOGY DRIVE Descnptfw:
N. VENICE, FL34275 GLAZING DETAILS
(941) 480-1600 Tale:
CERT.OFAUTH. #29296 ALUM. FRENCH DOOR & SIDE LITES, IMPACT
SedeslModel; Srale: Sheef: Drawing No. Rev:
270 FD750 FULL2 °' 12 8000- 1 G
rRODUCTRENEWED
da compiyingwith the madb
illuiding Cade q t )94.0 fs
Acceptance NO I ! 2
Expiration 9Date_
A4iaa�i Dads
LYNN�j
���•�� GENSF
No. 58705
O ATE O
����5 •• 'cCORIDP • •�\��
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A. LYNN MILLER, P.E.
FL P.E.# 58705
Table 1. Maximum Design Pressures (psfl
Configuration
Width (in)
Allowed
Glass
Types
Height (in)
79 3/4" (68)
83 3/4" (70)
87 3/4"
9.1 3/4"
0
95 314" (8 )
French
X
37" (30)
A, E
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.TW+
-80.0
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100
-100.0
Door
71 3/4" (60)C,G
,
.
-.
.
.
..
.
.XX
-80.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100000
-100.0
.Full
Jamb
3611116"
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
30 11/16"
C,G
+100.6
-100.0
+100.0
-100.0 -
+100.0
-100.0
1.
+100.0
-100.0
+100.0
-100.0
Sidelite
Narrow
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
+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
1 a. Glass TvDe and Test Report Number
A - 7/16" LAMI (3/16"A,.090 PVB, 3116"HS) FTL-4311, 4312, 4315
B - 7/16" LAMI (3116"HS,.090 PVB, 3116"HS) UPGRADE FTL-4311, 4312, 4315
C - 7/16" LAMI (3/16"A,.075 VANCEVA, 3/16"HS) FTL-4527, 4528, 4529, 4530
D - 7/16" 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, 3116"HS,.090 PVB, 3116"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" LAM[ I.G. (3/16"T, 1/4" AIR SPACE, 3/16"HS,.075 VANCEVA, 3/16"HS) UPGRADE FTL-4527, 4528, 4529, 4530
VERHANG
LENGTH
OVERHANG
HEIGHT 0O
0
-L
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.
FTL-5941)
2. FOR COMBINED UNITS, THE LOWEST
DESIGN PRESSURE OF THE SIDELITE AND
THE DOOR GOVERNS THE OVERALL
ASSEMBLY DESIGN PRESSURE.
Vfit01yucr RENE
as eompiftWith dw
Buiding Code t �(� t 17& 0,*
Acceptance NO
Expiration iste Z -02'
By
Miami Daft PrOWCO"d-
\\\X�1%1ii►I/11//.
LYiVA1
Q LICENSE
No. 58705
C? '' L
°�"°uOn'
STATE OF
i F
1070 TECHNOLOGY DRIVE
N. VENICE, FL f75 DESIGN PRESSURES
(941) 480-1600
'� Sc�' °R1D•Q ','�'rG���
v,
Revsd By. Date: Revisions: ALUM. FRENCH DOOR & SIDE L /TES, IMPACTrD,A;
CERT. OFAUTH. #{29296
JR 04110117 G ADDED NOTE2. sedes/Modeh scale., snaac Drawing Rev:
A. LYNN ILLER, P.E.
Drawn By. Date: Checked By. Date: O FD750 NTS 3 or 12 8000-11 G
F.K. 12123104 L.T. 418105
FL P.E.# 58705
95
M,
HEI
A
l—'_ 73 13/16" MAX. WIDTH —1
i
�X.
3HT
i
i
LL
79 1 /8"
MAX.
DLO
ALL
rey.4raffirl Mm
37"
MAX. WIDTH
25" MAX.
DLO ALL X
UNITS
110 5/8" MAX. WIDTH
OXO
71 3/4" MAX. WIDTH17
145 3/8" MAX. WIDTH
OXXO (SHOWING EACH VERSION SIDELITE)
'Da 44f4C"
X XX O (FULL JAMB) O (NARROW JAMB)
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 TECHNOLOGY DRIVE Description:
N. VENICE. FL 34275 EXAMPLE ELEVATIONS
(941) 480-1600 Me:
evsd By: Date: Revisions: CERT. OF AWTH. 1f29296 ALUM. FRENCH DOOR & SIDE LITES, IMPACT
JR 04110117 G NO CHANGES THIS SHEET. seneslmodek scale: sheet Oawng No Rev:
prawn By: Dale: Checked B . Date,
® FD750 NTS 4 of �2 l8000-11G'
F.K. 12123104 L.T. 418105
PRODUCT RENEWED
as epmp4imgwith the Ems,
iBdtsding Code
Acceptance ii0 i 11 +• Q` S
Expiration Date `Z u
�iarazd 1@ade Pffoi4net t;'
\\`,I 1 l i l t ill//
No.58705
-Tj
�, TO{NAL -
A. LYNN MILLER, P.E.
FL P.E.# 58705
145 3/8" MAX. WIDTH
OXXO (SHOWING EACH VERSION SIDELITE)
'Da 44f4C"
X XX O (FULL JAMB) O (NARROW JAMB)
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 TECHNOLOGY DRIVE Description:
N. VENICE. FL 34275 EXAMPLE ELEVATIONS
(941) 480-1600 Me:
evsd By: Date: Revisions: CERT. OF AWTH. 1f29296 ALUM. FRENCH DOOR & SIDE LITES, IMPACT
JR 04110117 G NO CHANGES THIS SHEET. seneslmodek scale: sheet Oawng No Rev:
prawn By: Dale: Checked B . Date,
® FD750 NTS 4 of �2 l8000-11G'
F.K. 12123104 L.T. 418105
PRODUCT RENEWED
as epmp4imgwith the Ems,
iBdtsding Code
Acceptance ii0 i 11 +• Q` S
Expiration Date `Z u
�iarazd 1@ade Pffoi4net t;'
\\`,I 1 l i l t ill//
No.58705
-Tj
�, TO{NAL -
A. LYNN MILLER, P.E.
FL P.E.# 58705
VERTICAL SECTION A
NARROW AND FULL
JAMB SIDE LITE HEAD
D
J VERTICAL SECT
OUTSWING HI
61) 111, l 6� 4 oR 7
1:
ORIGINAL VERSION
21
ALTERNATE VERSION
MAX. DLO —' I % IN II IIf1 I I I I MAX:
EXTERIOR
VERTICAL SECTION C
NARROW AND FULL
JAMB SIDE LITE SILL
JR 04110117 G I REVISED SILL EXTRUSION
wn By: Date: Checked By: Date:
F. K. 12123104 L. T. 1 418105
INTERIOR
7
MAX.
HEIGHT
ORIGINAL VERSION B
22
ALTERNATE VERSION B
VERTICAL SEC"
OUTSWING
0 � 4
HER
X.
3HT
t> 0> O O
1070 TECHNOLOGY DRIVE oescriptm .
N. VENICE, FL 3 275 VERTICAL SECTIONS
(941) 480-1600 Tue.,
CERT. OFAUTH. #29296 ALUM. FRENCH DOOR & SIDE LITES, IMPACT
Series/Madel: Scale: Sheet Drawing No. Rev:
° FD750 112 5 eI 12 8000-11 G
t•t;O DUCT RENE
as complying with the
Buiding Code
Acceptance ft
Expiration (Date Z�
By.�..��,.-
ti�iarat
LYNIV,4�
_\LENS,, i
No. 58705
STATE OF !U
id s' .`OCORID�.•' GN
�'//;S'ONAL �.�.
I/IIIIIi W
A. LYNN MILLER, P.E.
FL P.E.# 58705
OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE
DETAIL G STILES AT ASTRAGAL
nFTAII H
NARROW JAMB SIDE LITE
(AT HINGE JAMB)
JR 1 04110117 G I REVISED #2 AND #10.
wn By: Date: Checked By: Date:
F.K. 1 12123104 L.T. 418105
DETAIL K
HINGE JAMB TO HINGE JAMB
(NOT SHOWN ABOVE)
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600
CERT. OFAUTH. #29296 FR
Ut I AIL t-
FULL JAMB SIDE LITE
(AT HINGE JAMB)
nFTAII F
JAMB, FULL JAMB
CInF I ITF
EXTERIOR
DETAIL I
JAMB, NARROW
JAMB SIDE LITE
HORIZONTAL SECTION DETAILS
ALUM. FRENCH DOOR & SIDE L I TES, IMPACT
Senestmodel; Scale: Sheet: Drawing No. Rev:
FD750 1 112 1 6 of 12 8000-11 G
VARE QTY (3), 11"
ID ONE AT MIDSPAN
asempiying
Suiding Code
faeceptante Mn _ • '� OZl
Espirafion ®at -
8ay
4iA�i zod�dC ad
\,�tttlt,/III
Sp
No. 58705 _
:6
;�3
STATE OF
i '••.'OLORIDP.•• rN
/01\1A
A. LYNN MILLER, P.E.
FL P.E.#'58705
7:f�RGA LT Ti i 7ATi9 T3 1'i i ryw
vn7cn nnnArcl
IT1M DWG# DESCRIPTION PGT#
FRAMEHIT PARTS
1
8006
FRAME-HEAD&HINGEJAMB
68006
2
8003C
OUT -SWING SILL
68003A
3
8004C
OUT -SWING SILL COVER
68004C
4
8008
DRIP CAP
68008
5
-----
HEAD, SILL & JAMB WEATHERSTRIP (SCHLEGAL)
U8333TF8500
6
r 8007
1 SCREW COVER
68007
7
r 80o9
IMISTALLPLATE
68009
8
---------
FRAME ASSEMBLYSCREW 98X V PH QUAD
781PQA
9
8032
JASTRAGALENDSEAL
48032
10
8058A
I OUT -SWING SILL (LOW RISE)
48058
DOOR PANEL
5
--- -
HEAD, SILL & JAMB WEATHERSTRIP (SCHLEGAL)
U83337T8500
20
8012
STILE
68012
21
8014
TOP RAIL, (THREADED ROD DESIGN)
68014
22
8013
BOTTOM RAIL, (THREADED ROD DESIGN)
68013
23
8017
TOP SWEEP
68017
24
8016
BOTTOM SWEEP
68016
25
---------
SWEEP SCREWS, #4 X 1/2" PHIL PH
26
8015
ASTRAGAL ACTIVE& INACTIVE
68015
27,
8021B
IGEARHINIGE,JAMBSIDE
68021B
28
8020A
GEAR HINGE, COVER
68020A
29
8018
GEAR HINGE, BACK-UP PLATE
68018
30
8019A
GEAR HINGE, DOOR SIDE
68019A
31.
8035
GEAR HINGE BEARING
68035
32
-- -
GEAR HINGE, SET -SCREW #6-32 x 1/4"
33
------
GEAR HINGE, MTG. SCREW # 12 x 34' TRUSS HD.
34
- --
GEAR HINGE, MTG. SCREW # 12 x 1 1/2" TRUSS HD.
35
----------
THREADED ROD 5/16-18 X 36"
6TRODA
36
--- - —
FLANGED HEX NUT 5/ 16-18
7990NUTA
37
8039
TRUSS CLAMP
60378M
38
8043
S/S GEAR LATCH MECHANISM (ASHLAND)
39
8030
LOCK BLOCK
48030
40
LATCH ASS Y SCREWS # 8 X 2" SS PHILL TR HD
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 PMLL TR HD
78X38PFTX
45
8038R
RIGHT -STRIKE PLATE AT ASTRAGAL (ACTIVE HINGED LEFT)
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 6-24 X 1/2" FH
7612FM
49
8036
STRIKE PLATE AT HEAD & SILL
50
HEAD STRIKE SCREWS SS 8 X 1/2 PHILL FH
7858ZAX
51
STRIKE PLATE SCREWS @SILL SS 8 X 1/2 PHILL UNDERCUT FH
78X12PFHUX
52
8041
ACTIVE TRIM SET(ASHLAND)
53
1 8042
PASSIVETRIMSET (.ASHLAND)
54
8044
STAINLESS STEEL PASSIVE LOCK GEAR (A SHLAND)
55
8014A
TOP RAIL (LAG BOLT DES16M
68014A
56
8013A
BOTTOM RAIL (LAG BOLT DESIGN
68013A
57
-----------
5116" x2,1/2" LAG BOLTS
7516LBOLTX
JR 1 04110117 1 G I REVISED # 2 AND #10.
an By: Date: lCheckedBri Date:
F.K. 1 12123104 1 L.T. 14/8/05
1TFM
DWG#
_ DESCRIPTION
PGT#
1
8006
FRAME -HEAD, SILL&JAMB
68006
4
8008
DRIP CAP
68008
6
8007
SCREW COVER
68007
7
8009
INSTALL PLATE
68009
8
— --FRAME
ASSEMBLY SCREW #8X1"PHQUAD
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
--- -
FLANGED HEX NUT 5116-18
7990NlUTA
37
8039
TRUSS CLAMP
60378M
60
-
08 X 3/4" PH SQ DRIVE TEK SCREW
78X34PSTW
61
8028
SIDE LITEHEAD TRIM
68028
62
8029
SIDELITEJAMB TRIM
68029
FD750 NARROW JAMB SIDE LITE
1 8006 FRAME- HEAD & SILL
4 8008 DRIP CAP
6 8007 SCREW COVER
7 8009 INSTALL PLATE
8 — FRAME ASSEMBLY SCREW #8X 1" PH
21 8014 TOP RAIL
22 8013 BOTTOM RAIL
35 — — THREADED ROD 5116-18 X 36"
36—------- — FLANGED HEX NUT 5116-18
37 8039 TRUSS CLAMP
60 — -- #8 X 3/4" PH SQ DRIVE TEK SCREW
61 8028 SIDEUTEHEADTRIM
7o Solo FRAMF JAMB
ASSEMBLY HIT
80 1 8033B FRENCH DOOR ASSEMBLY BEAM
81--------- # 10-24 X 21/2" PH SCREW
82 - ------ # 10-24 HEX NUT
83-- ----- - # 12 X 1 1/2" TRHD TEK SCREW
84 8056 SUBSILL (OPTIONAL)
GLASS, BEADS & SILICONE
90 -------GLAZING SEA LANT,DOW CORNINGB
91 — — 7116" LAMINATED GLASS (3/16"
92 -- - - 7/16" LAMINATED GLASS (3/ 16 ,
93 - -- - 7/16" LAMINATED GLASS (3/16"
94--------- 7/16" LAMINATED GLASS (3/16"
95---- ---- 7/8" LAMI I.G. (3/16" T, 1/4" SPA(
96---------- 7/8" LAMI I.G. (3/l6" T.114" SPA(
97---------- 7/8" LAMI I.G. (3/16" T. 1/4" SPA(
98 — = 7/8" LAMI I.G 3/16" T. 1./4" SPA(
105 8022 BACK BEAD
106 8026A SLBACKBEAD
107 8023A 7/16" BEAD
108 8024A 7/8" IGBEAD
109 (2-?.4 VR AL BULB W STP (THICK)
983 OR 995
0 PVB, 3116"
'VB.3/16" H
3/16"
3/16" ANN.,.090 P%S, 3/16" HS)
3/16" HS.,.090 PVB, 3/16" HS)
N16" ANN.,.075 VANCEVA, 3/16"
3/16" HS.,.075 VANCEVA, 3/16' H
68006
68008
68007
68014
68013
6TRODA
60378M
68010�
;ems campiyingw'ff6 tit FM.^al�
;ceding Code
ccepience M
ovE68033B xpiPntion
[sA
6802
68026A
6TP247
1070 TECHNOLOGY DRIVE Descdptlon:
N. VENICE, FL 34275 PARTS LIST
(941) 480-1600 Title:
CERT.OFAUTH. #29296 ALUM. FRENCH DOOR & SIDE LITES, IMPACT
Sedes/Medel: Scale: Sheet Drawing No. Rev:
FD750 NA 7 - 12 8000-11 G
r
No. 5870541,1
_
Q S ATE O C�
Ch '•.�LORIDA.•'
A. LYNN MILLER, P.E.
FL P.E:# 58705
062
1.000
-- 3.636 --�-I
#8006 6063-T6
O FRAME, HEAD, JAMB
AND SIDELITE SILL
3.018
050
O� #8009 6063-T6
INSTALL PLATE
--� 1.278 4---
.062
2.236
.583 LJ Fol
-- 3.636
OZ #8003C 6063-T6
OUT -SWING SILL
--►� 1.278
.062 y 'T
1.376
.583
- ;:: f
fi , 3.636 �{
9#8058A 6063-T6
10 OUT -SWING LOW SILL
.050
-� 1.353 I F-
O3 #8004C 6063-T5
OS SILL COVER
1
1.938 .100
�► 8.250 _ I
22 #8013 6063-T6
BOTTOM RAIL
8.250
#8013A 6063-T6
56 BOTTOM RAIL, LAG BOLT DESIGN
i
1.913E
1
4.434
f
2.000
{= - 3.990 a--i
4.027
1.033 .050
O4 #8008 6063-T6
DRIP CAP
20 #8012 6063-T6
STILE
#8014 6063-T5
2�
TOP. RAIL
T
1.93E
4.434 -
#8014A 6063-T5
55 TOP RAIL, LAG BOLT DESIGN
t
1.467
T 1.940
.498
.050
1.160
I�
1
.040
O6 #8007 6063-T6
SCREW COVER
O23 #8017 6063-T5
TOP SWEEP
.050
.797
_F r T2240
24 #8016 6063-T5
BOTTOM SWEEP
.075
1.467 `3
1.11170
1
2.544
26 #8015 6063-T6
ASTRAGAL
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600
CERT. OFAUTH. #29296
O
oes`d°ti°n.
EXTRUSION PROFILES
T fe:
ALUM. FRENCH DOOR & SIDE LITES, IMPACT
sdey
JR
Date:
04110117
Revisions:
G
REVISED # 2 AND #10.
series/Modet Tscale:
FD750
112
I sheet
8 °t 12
Ora wing No.
8000-11
Rev:
G
wn Br.
F.K.
Date:
12123104
Checked By.
L.T.
Date:
418105
3DUCT ROMM
ftsCmvl*gwftb*-flGd&
guiding -i l ? • o�
Acceptance N r
Expiration Bute F� Q Z-� �� 2)
sy ask
O\,Y LYN/v,;'�,,�
No. 58705 _
�Q ATE
//jQ /OPAL ��..
�//lillllll�
A. LYNN MILLER, P.E.
'FL P.E.# 58705
2.260 075
27 #8021 B 606.3-T6
GEAR HINGE, JAMB
.050
.438
f2" 2.622 —
61 #8028 6063—T5
SL HEAD TRIM
.045
.442
--1.965
10 #8022 6063-T5
BACKBEAD
STRUCTURAL
POLYISOBUTYLENE
WITH DESICCANT
EXT. GLASS
.742
.353
.072 j
28 #8020A 6063-T6
GEAR HINGE, COVER
3.775
125 .050 j .325 J
84 #8056 6063—T4
SUBSILL, OPTIONAL
3 1.169
.965
045
f
#8026A 6063—T5
106 SL BACKBEAD
SILICONE
STRUCTURAL
SILICONE
1/4" NOM. FOAM
WITH
DESICCANT
j
EXT. GLASS
\—INT. GLASS
KOD IS PACE
100
4SG TPS
.142
f I .301
�— 1.763 -� f
29 #8018 6063-T5
HINGE, BACK-UP
075
I-f— 2.438 —►i f
(30)#8019A 6063-T6
GEAR HINGE, DOOR
.062
f 1.000
�--- 3.636 1 7
70 #8010 6063—T6
1
.750 045
.818 r-
10 #8023A 6063—T5
7/16" BEAD
HOT -MELT BUTYL
3/16" NOM.
BUTYL &
DESICCANT
FOAM
INT. GLASS
SUPER
SPACER®NXTTM
Part #
Description
Material
100
Kommerling 4SG TPS Spacer System
See this
Sheet for
101
Quanex Super Spacer nXT with Hot Melt Butyl
102
Quanex Duraseal Spacer
Materials
103
Cardinal )C. Edge Spacer
Ktt-tKt:NUr_ I CA I KtNum i b: t- i L-o/ it, oavo a oy/ u
JR 1 04110117 G I NO CHANGES THIS SHEET.
wn.By; Date: Checked By. Date:
F.K. 1 12123104 L.T. 1 418105
EXT. GLASS
NARROW SL JAMB
.040
.437
.957 �-�—
O108#8024A 6063—T5
I.G. BEAD
_ALUMINUM
REINFORCEMENT POLYISO-
BUTYLENE
5/16" NOM. SEAL
ROLL -FORMED _
STAINLESS STEEL
EXT.
INT. GLASS
,oz DURASEALO
SPACER
1.812
1.000
100
37 #8039 6063-T6
TRUSS CLAMP
2.313
.050
62 #8029 6063—T5
SL JAMB TRIM
DESICCANT FILL AREA
5/16" NOM.
r—SILICONE SEAL
XL EDGETM
cos SPACER
INT. GLASS
.121
#8033B 6105-T5
$� FD ASS'Y BEAM
)70 TECHNOLOGY DRIVE Desapf on:
N. VENICE FL 34275 EXTRUSION PROFILES
(941) 480-1600 Vile:
CERT. OFALITH.#29296 2
ALUM. FRENCH DOOR & SIDE LITES, IMPACT
SedeslModak Scale: Sheet Drawing No. 0TRev:
FD750 1 112 1 .9 of 12 8000-11 G
rfr ODUCT NE
as cc*m rl ying whiz iec eE a
B uizli2ig Coije � t7�
Accepiafice Nb_1—az=1
Rvnisafion v: is
aA
No.58705
J ATE O ��:
C1 S j I NAL `0 0
A. LYNN MILLER; P.E.
FL P.E.# 58705
JAMB 1
ANCHORS 18,500"
HT. QTY. MAX. O.C.
95 3/4" - (5) f
91 3/4" - (5)
87 3/4" - (5) 1
83 3/4" - (5) 1
79 3/4" - (5) 11"
f
DETAIL A (CONCRETE)
(SINGLE PANEL)
ANCHOR TYPES:
BORC
10.571"
MAX.
JAMB
ANCHORS
HT. QTY.
91 3/4" - (8)
83 3/4" - (7)
79 3/4" - (7) 11"
DETAIL. B (WOOD/A L MU. )
(SINGLE PANEL)
ANCHOR TYPES:
C OR A
ANCHORAGE SPACING REQUIREMENTS:
9e
6"
,�',� 3n
11"
3" MIN. HEAD & SILL
TYP. ANCHOR
CLUSTER
(TYPICAL)
SEE NOTE 4
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:
B OR C
SEE NOTE 4 REGARDING
APPLICABLITY OF CIRCLED
ANCHOR LOCATIONS
18,500"
MAX. O.C.
12"
9"
"
33"
i e �' 1 i 1 - .
1" MIN.
i i i i i
HEAD & SILL
! i i i
TYp•
ANCHOR
CLUSTER
(TYPICAL)
SEE NOTE 5
JAMB
ANCHORS
HT. QTY.
95 3/4" - (8)
(2) EQ.
(8) EQ.
91 3/4" - (8)
SP. TYP.
SID. TYP.
87 3/4" - (8)
83 3/4" - (7)
ill
fill
SEE NOTE 5 DETAIL D (WOOD/ALUM.)
REGARDING (2 OR MORE PANELS)
APPLICABLITY ANCHOR TYPES:
OF CIRCLED
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
JR 1 04110117 G
wn By. Date: Checked
F.K. 1 12123104 L.T•
CLUSTER
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
(941) 480-1600
CERT. OFAUTH. #29296
GE SPACING
Title:
ALUM. FRENCH DOOR & SIDE LITES, IMPACT
Sedes/Model. Scale: Sheet: Drawing No. Rev:
FD750 1 114 1 10 el 12 1 8000-11 G
10.571"
MAX.
O.C.
De1CT€ FNEWED.
as emplying. with the Florwk
Ee"ug Code r D t
hcimptaace No
Expiraaboa Bate .
>�a�t care
No.58705
STATE F((
A. LYNN MILLER, P.E.
FL P.E.# 58705
a
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
1/4"
MAX.
SHIM
f 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,
SEE
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.
84 1/4" MAX.
GROUT
SEE
NOTE 3
: ,
CONCRETE/CMU ., EMBEDMENT
PER ANCHOR 1
REQUIREMENT
EDGE DISTANCE I__ —
TYPICAL SIDE LITE SILL
(DIRECT TO CONCRETE)
EDGE DISTANCE
CONCRETE/CMU
1/4" PER ANCHOR
MAX- REQUIREMENT -
SHIM J •• • '
1/4"
MAX.
SHIM
2X WOOD
BUCKSTRIP OR��
FRAMING, SEE
NOTE 1, THIS SHEET
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
1/4" MAX.
GROUT
SEE
NOTE 3
4 �
EMBEDMENT
EDGE DISTANCE --i ► ---
TYPICAL SIDE LITE SILL
(DIRECT TO WOOD)
<� EXTERIOR INTERIOR
(ALL HEAD & SILL SECTIONS)
1X WOOD
BUCKSTRIP, SEE_
.—►� NOTE 1, THIS
SHEET.
1/4"
MAX.
EMBEDMENT SHIM
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
EDGE DISTANCE
CONCRETE/CMU
PER ANCHOR '
\REQUIREMENT ,
i RODUCT R8EPiMO
as canpw8gwhh tbeflbd&
$,aiding Code
Acceptance ids TYP. ANCHOR TYPE,
Expiration �aYc EMBEDMENT AND EDGE
STANCE PER SUBSTRATE,
;Pdttst>�� SEE TABLE A, SHEET 1.
TYPICAL DOOR & SIDE LITE HEAD
(DIRECT TO CONCRETE)
TYPICAL DOOR & SIDE LITE HEAD
(THRU 1X INTO CONCRETE)
OPTIONAL
2X WOOD� —�
BUCKSTRIP OR EMBEDMENT
FRAMING, SEE _r
NOTE 1, THIS SHEET'"'
EDGE DISTANCE
TYPICAL SIDE LITE SILL
(DIRECT TO WOOD)
EMBEDMENT
1/411
MAX.
SHIM
2X WOOD BUCKSTRIP OR FRAMING,
SEE NOTE 1, THIS SHEET
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
EMBEDMENT
i
TYPICAL DOOR & SIDE LITE HEAD
(DIRECT TO WOOD)
NOTES:
1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1-1/2" THICK, 1x 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.
1070 TECHNOLOGY DRIVE
"�®�''� N. VENICE, FL 34275yffe
ANCHORAGE DETAILS
,, - gip!rvifia Qla� �,
(941) 4so 1600Tine:
:,:;.., saal�-�tu� ALUM. FRENCH DOOR & SIDE LITES, IMPACT
CERT. OFAUTH. #29296
Y�..Pi•wq.3100rj I�tr •�� Sin.Wodet Sra1w sheet DlawingAim
FD-750 114 11 12 8000-11
Revsd By. Date: Revisions: Drawn By: I Date: Checked By: D41
rKV. a-u33%san JR 04110117 G CLARIFIED DETAILS, ADDED METAL SUBSTRATE F.K. 12/23/04 L.T. s/05
`��II��tII/II
oo LYNIv
4lGEN,g�
No.58705
STATE 0
kWAL
A. LYNN MILLER, P.E.
FL P.E.# 58705
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
EXTERIOR
1/4"
MAX.
SHIM
METAL SUBSTRATE
PER ANCHOR
REQUIREMENT
EDGE DISTANCE
1/8" MIN. EMBEDMENT (METAL THICKNESS)
TYPICAL DOOR SILL
(DIRECT TO METAL)
i=
EDGE
DISTANCE
TYP. ANCHOR TYPE,
EMBEDMENT AND
EDGE DISTANCE PER
SUBSTRATE;SEE
TABLE A, SHEET 1.
EXTERIOR
1l4" MAX. \
GROUT,
SEE NOTE 3,
j SHEET 11
1
1 EMBEDMENT p:
TYP. ANCHOR TYPE,
OPTIONAL EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
84 SEE TABLE A, SHEET 1.
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
TYPICAL DOOR SILL
(DIRECT TO CONCRETE)
4
TYP. ANCHOR TYPE,
INTERIOR
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
ANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
TABLE A, SHEET 1.
i-- EMBEDMENT
kD
�—EMBEDMENT
EDGE
DISTANCE
.....
.....
METAL
SUBSTRATE
PER
ANCHOR
REQUIREMENT
1/4" MAX. SHIM��—
TYPICAL DOOR & SIDE LITE JAMB
(DIRECT TO METAL)
EXTERIOR
1/4" MAX.
GROUT,
SEE NOTE 3,
SHEET 11
I I
EMBEDMENT
4
INTERIOR
1
EDGE
DISTANCE
I T
CONCRETE/CMU CONCRETE/CMU
PER ANCHOR PER ANCHOR
REQUIREMENT REQUIREMENT
1/4" MAX. SHIM --" �--
TYPICAL DOOR & SIDE LITE JAMB
(DIRECT TO CONCRETE)
TYP. ANCHOR TYPE,
EMBEDMENT AND OPTIONAL
EDGE DISTANCE PER
SUBSTRATE, SEE H4
TABLE A, SHEET 1.
EXTERIOR
1/4" MAX.
GROUT,
SEE NOTE
3, SHEET 11
o X WOOD o7KS
Z
BUCKSTRIP OR- OF
FRAMING, SEE EMBEDMENT EE
r NOTE_11SEET 11. N11
TYPICAL DOOR SILL
(DIRECT TO WOOD)
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1.
EMBEDMENT
4
INTERIOR
EDGE
DISTANCE
2X WOOD
BUCKSTRIP OR
FRAMING, SEE
NOTE 1, SHEET 11.
1/4" MAX. SHIM —►� I WOOD
BUCKSTRIP, SEE
NOTE 1, SHEET 11.
TYPICAL DOOR & SIDE LITE JAMB
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)
(THRU 1X INTO CONCRETE) rAOD CTRENIE M
as campWng with the Fbdk
BnidingCode
Acceptance N,
Eggmtion Dai—CEEKW02f
Byt
4fiami Wde eodnetCogtriat
1070 TECHNOLOGYDRIVE Description:
N. VENICE, FL 34275 ANCHORAGE DETAILS
(941) 490-1600 T,rre:
CERT. OF AUTH. #29296 ALUM. FRENCH DOOR & SIDE LITES, IMPACT
Sedes/Modeh Scale: Sheet: Drawing No.
® FD-750 114 12 of 12 1 8000-11
Isd By. Date: Revisions: Drawn By: pate: Checked By. Date:
JR 04110117 G CLARIFIED DETAILS, ADDED METAL SUBSTRATE F.K. 12/23/04 L.T. 4/8/05
`�•t�` �1GENgfi Lyfft
�`��
_ No. 58705
CVO=
0�.: 'STATE O, !V
S 0NAL , \
A. LYNN MILLER, P.E.
FL P.E.# 58705