HomeMy WebLinkAboutAPPROVED FD750 WINGUARD FRENCH DOOR 19112608 MIAMI•DADE MIAMI—DADE COUNTY,FLORIDA
® 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.2ov/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, has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series 11FD-750"Outswing 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.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be
done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No. 17-0504.04 and consists of this page I 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.
NOA No. 19-1126.08
MIAMI•DADE COUNTY Expiration Date: February 24,2025
Approval Date: January 09,2020
Page 1
�til
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 10/12/11, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P. E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked—up drawings and installation diagram of an aluminum sliding glass door using a
low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Report No. FTL 5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E.
(Submitted under previous NOA No. 09-1028.10)
along with marked—up drawings and installation diagram of an aluminum doors of OXXO
configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4921, dated
07/17/06, signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted under previous NOA No. 05-0419.03)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked—up drawings and installation diagram of an aluminum doors of OXXO
configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4528, dated
02/14/05, FTL-4315, dated 09/13/04, both signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted under previous NOA No. 05-0419.03)
3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked—up drawings and installation diagram of an aluminum doors of XXXO
configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4529, dated
02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated 09/01/04, all signed and sealed by Edmundo
J. Largaespada, P. E.(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 No. 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 E1300-04/ 09
shaq I.Chanda,P.E.
Product Control Unit Supervisor
NOA No. 19-1126.08
Expiration Date: February 24,2025
Approval Date: January 09,2020
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 51 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 5" 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 5th Edition (2014) and FBC 61h 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.
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-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 (61h 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.
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 DESIGN PRESSURE RATING IMPACT RATING
1. GLAZING OPTIONS: SEE TABLE 1 ON SHEET 3 RATED FOR LARGE&SMALL
MISSILE IMPACT RESISTANCE
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 TABLE A:
INTERLAYER Min.
C. 7/16" LAMI CONSISTING OF(1) LITE OF 3/16"ANNEALED GLASS AND (1) LITE OF 3/16" HEAT Anchor Frame Min. Edge
STRENGTHENED GLASS WITH AN .075" INTERLAYER. Group Anchor Type Member Substrate Distance Embedment or
D.INTERLAYER. A LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075" Metal Thickness
#12 Steel SMS All Southern Pine (SG = 0.55) 9/16" 1-3/8"
INTER
E. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16"TEMPERED GLASS OUTSIDE, 1/4"AIR SPACE AND (Gr. 5) All 6063-T5 Aluminum 3/8" 1/8"
(1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16"A,.090" PVB, 3/16"HS). 1/4" Elco All Concrete(min. 2.85 ksi) 2" 1-3/4"
F. 7/8"LAMI I.G. CONSISTING OF(1) LITE OF 3/16"TEMPERED GLASS OUTSIDE, 114"AIR SPACE AND B UltraCon® Jamb Hollow Block (ASTM C90) 2" 1-1/4"
(1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.090" PVB, 3/16"HS). All Concrete (min. 3.35 ksi) 1-314" 1-3/4"
G. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16"TEMPERED GLASS OUTSIDE, 1/4"AIR SPACE AND C 1/4" 410 SS Elco Jamb Hollow Block (ASTM C90) 1-3/4" 1-1/4"
(1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16"A,.075" INTERLAYER, 3/16" HS). CreteFlex®
All I Southern Pine(SG = 0.55) 1" 1-3/8"
H. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16"TEMPERED GLASS OUTSIDE, 1/4"AIR SPACE AND 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS
(1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.075" INTERLAYER, 3/16" HS). ABOVE,CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL.
2. DESIGN PRESSURES: TABLE 1, SHEET 3. 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE.
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 3)MIN.OF 3 THREADS BEYOND METAL SUBSTRATE.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. CODES/STANDARDS USED:
o2017 FLORIDA BUILDING CODE(FBC),6TH EDITION
3. o2014 FLORIDA BUILDING CODE(FBC),5TH EDITION
CONFIGURATIONS: X, 0, XX, XO, OX, XXX, XXO, OXX, OXO, XXXX, XXXO, OXXX, OR OXXO WHERE 0 REPRESENTS EITHER THE NARROW JAMB OR oASTM E1300-09
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 oANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
STANDARD OR THE LOW-RISE SILL. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, XX, AND—0 UNITS TO MAKE THE ABOVE oALUMINUM DESIGN MANUAL,ADM-2015
CONFIGURATIONS. — — — oAISI S100-12
oA15C 360-10
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. ritolyuCT RENEW90as Complying with thee+
Ouiding Code 1IZ 'D
6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM Acceptance NO Expiration Date-��_" 6_
�f
SEAM-SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. By fsk` \• "
7. REFERENCES: TEST REPORTS: FTL-4311, FTL-4312, FTL-4315, FTL-4527, FTL-4528, FTL-4529, FTL-4530, FTL-4921 AND FTL-5941. elia"il�de
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 Material Min. Fy Min. F„ \��\
CONFIGURATIONS...........1 \ �(3�J� LYPJN
•........n✓Il
GLAZING DETAILS........... 2 Steel Screw 92 ksi 120 ksi \CENS
F
DESIGN PRESSURES...... 3 Elco UltraCon® 155 ksi 177 ksi
' •�t�
410 SS Elco CreteFlexC 127.4 ksi 189.7 ksi No. 58705
ELEVATIONS.................... 4 _= � :�
VERT. SECTIONS............. 5 6063-T5 Aluminum 16 ksi 22 ksi "PVB"_ .090"TROSIFOL® PVB BY KURARAY AMERICA, INC. OR
HORIZ. SECTIONS........... 6 SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.; _ �.�
PARTS LIST...................... 7 VANCEVA BY EASTMAN CHEMICAL CO. �7� ATE O ��' ��
EXTRUSIONS................... 8-9
fi(QR�Oa
1G70TECHNOLOGYDR/VE Description: ,•' ���
ANCHORAGE.................... 10-12 N.VENICE,FL 34275 GENERAL NOTES AND DRAWING MAPf
(941)480-1600 rue: 7 ONAL ' \\
7///IIIIIII%\\\
RevJ By: Date: Revisions: CERT.OFAUTH.##29296 ALUM. FRENCH DOOR & SIDE LITES, IMPACT JR 04/10/17 G UPDATED TO FBC 2017,ADDED TBL A, REV'D DOOR SILL. seneslModer 1781'ULdsh
eer Drawing No. Rev A. LYNN MILLER, P.E.
Drawn F.K. Date: Checked By: Date: FD750 1 of 12 8000-11 G FL P.E.#58705
K. 12/23/04 L.T. 4/8/05
7/16" NOM. 7/16" NOM.
3/16"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS
090" PVB INTERLAYER .075"VANCEVA INTERLAYER
3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS
91 OR 92 93 OR 94
109 90 109 90
107 I 107
105 5/8" GLASS < 105 5/8"GLASS
BITE BITE
f f
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
7/8" NOM. r 7/8" 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 rRoDucrRENEWLD
;0 eemplying with the Fbf*
.090" PVB INTERLAYER .075 VANCEVA INTERLAYER guidingCodc 117-1)'vc-o f5
Aemptance No 1
3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS Expiration 1?atc 2
95 OR 96 97 OR 98
109 109
108 90 108 ::3 90
105 5/8"GLASS 105 5/8" GLASS
BITE BITE
f f
EXTERIOR INTERIOR EXTERIOR INTERIOR o�•�Y �YNN
� ��
GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK = No. 58705
7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER
ON ATE O "
"PVB" = .090"TROSIFOO PVB BY KURARAY AMERICA, INC. OR .090" Description
SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.; 1070TEC ICE,FL 4275 i,� 'S/
N.VENICE,FL 34275 GLAZING DETAILS
VANCEVA BY EASTMAN CHEMICAL CO. (941)480-1600 Title: 7 ® A�
RevsdBy: Date: Revisions: CERT.OFAUTH.#29296 ALUM. FRENCH DOOR & SIDE LITES, IMPACT
JR 04110117 G NEW PVB MANUFACTURER. seriesMndet state sheet7D—lgNl. ReV: A. LYNN MILLER, P.E.
Drawn By: Date: Checked By: Date OFD750 FUL 2 of 8000-11 G FL P.E.#58705
F.K. 12123104 L.T. 4/8/05
Table 1 . Maximum Design Pressures (psi OVERHANG
LENGTH
Allowed Height (in) OVERHANG
Configuration Width (in) Glass A HEIGHT o
Types 79 3/4" (6$) 83 3/4" (70) 87 3/4" 91 3/4" 95 3/4" (8 )
A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0
French X 37" (30) C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 NOIF 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 +100.0F00 0 +100.0 -100.0 THAN OR EQUAL TO THE OVERHANG
HEIGHT (SEE DIAGRAM). IF NOT, THE
MAXIMUM POSITIVE (+) DESIGN
Full A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 PRESSURE IS LIMITED TO +50.0 PSF FOR
Jamb 36 11/16" ALL STYLES AND SIZES OF THE DOOR
C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 AND ANY ADJOINING SIDELITES. (REF.
FTL-5941)
30 11/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +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 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 THE DOOR GOVERNS THE OVERALL
Narrow 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
3611/16" 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 rRODUCrRENIEwED
as complying with the Fbw&
raiding Code ' r 11.�, 4
Acceptance Ns O
Table 1 a. Glass Type and Test Report Number Expiration ate z '2oz�
A - 7/16" LAMI (3/16"A,.090 PVB, 3/16"HS) FTL-4311, 4312, 4315 By�
B - 7/16" LAMI (3/16"HS,.090 PVB, 3/16"HS) UPGRADE FTL-4311, 4312, 4315
C - 7/16" LAMI (3/16"A,.075 VANCEVA, 3/16"HS) FTL-4527, 4528, 4529, 4530
D - 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, 3/16"HS,.090 PVB, 3/16"HS) UPGRADE FTL-4311, 4312, 4315
G - 7/8" LAMI I.G. (3/16"T, 114" AIR SPACE, 3/16"A,.075 VANCEVA, 3/16"HS) FTL-4527, 4528, 4529, 4530
H - 7/8" LAMI I.G. (3/16"T, 1/4" AIRSPACE, 3/16"HS,.075 VANCEVA, 3/16"HS) UPGRADE FTL-4527, 4528, 4529, 4530
�` �� �1GENSF •Z/
No. 58705
tt
STATE OF 4
1070 TECHNOLOGY DRIVE oescriptio , 6'r
N.VENICE,FL 34275 DESIGN PRESSURES •
(941)480-1600 Tae: �QI'�AL
Revsd By: Date: Revisions: ALUM. FRENCH DOOR & SIDE L I TES, IMPACT '' , ,,
CERT.OF AUTH.#29296
JR 04/10/17 G ADDED NOTE2. 6erleslModer stoic: sheet: 71rn�No. Rev A. LYNN ILLER, P.E.
Drawn By: Date: Checked By: Date: FD750 NTS 3 of 8000-11 G FL P.E.#58705
F.K. 12123104 L.T. 418105
73 13/16" MAX. WIDTH 1110 5/8" MAX.WIDTH 1 145 3/8" MAX. WIDTH —
95 3/4"
HEIGHT
ALL
OX OR XO OXO OXXO (SHOWING EACH VERSION SIDELITE)
37" 36 11/16" 36 11/16"
i MAX.WIDTH MAX. WIDTH MAX.WIDTH
25" MAX. 71 3/4" MAX.WIDTH 25" 33 3/16"
DLO ALL X
UNITS MAX. DLO MAX. DLO
PRODUCT RENEWED
as complying with the F
Ruidiug Code
/ / \ Acceptance 1140
)SIC
Expir1a`ti/on Date
l7 K-1
79 118" \ rl6tiansi Dade Phdad Coett+dl
MAX.
DLO /
ALL
—411
LY/V/V
X XX �•' ':`�
O (FULL JAMB) O (NARROW JAMB) = :' No. 58705
NOTES: — =
1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. _ � q
2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 10 THROUGH 12. s sD
3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. ATE OF
1070
TECHNOLOGYQj
N. VENICE,,F 34D51VE DEXAMPLE ELEVATIONS �,IO�`
(941)480-1600 Tine: ,/1 II'Y1�11\0`\
RevsdBy: Date: Revisions: CERT.OFAUTH.##29296 ALUM. FRENCH DOOR & SIDE LITES, IMPACT
JR 04110117 G NO CHANGES THIS SHEET. Ser;es,M°det state sheet: DT-19No. Rev A. LYNN MILLER, P.E.
Drawn By. Date: Checked By: Date: FD750 NTS 4 °' 12 8000-11 G FL P.E.#58705
F.K. 12123104 L.T. 418105
VERTICAL SECTION A 1 VERTICAL SECTION B 1
NARROW AND FULL OUTSWING HEAD
JAMB SIDE LITE HEAD 4
61 6 4 OR 7 23 6
D
A 8 8 A
ORIGINAL VERSION TOP RAIL
21 55
ALTERNATE VERSION TOP RAIL
C D D C
MAX. DLO MAX. DLO
EXTERIOR INTERIOR EXTERIOR INTERIOR
NRODUCr RENEW=
as complying with the FbrWkv
guiding Code
Acceptance No -1126 0 g
MAX. MAX. Expiration Dwte ZS
HEIGHT HEIGHT sy
ORIGINAL VERSION BOTTOM RAIL MiamiDa�{e todeetCMlf�
22 56
ALTERNATE VERSION BOTTOM RAIL
2
6 5
10
1
LYNAI
rlON
4
TI AL SECTION C VERTICAL SECNo. 58705
VER C C _
NARROW AND FULL OUTSWING SILL
JAMB SIDE LITE SILL % ,�.' , STATE OF
dry\
1070N.VENICE,TECHNOLOGY DRIVE 275 VERTICAL SECTIONS ��'�S��NAL � \
(941)480-1600 Tice: I I I I I I I I,
Revsd By: Date: Revisions: CERT.OFAUTN.#29296 ALUM. FRENCH DOOR & SIDE LITES, IMPACT
JR 04110117 G REVISED SILL EXTRUSION seriesiModec scale: sheet. DrawmgN.. I Rev: A. LYNN MILLER, P.E.
Drawn By.: Date: Checked By: Date: O FD750 ��2 5 of 12 8000-11 G FL P.E.#58705
F.K. 12123104 L.T. 418105
OXXO HORIZONTAL SECTION SHOWING (1 ) OF EACH SIDE LITE TYPE G
E
53 52
26 20 105 20 SEE NOTE $1 1 82 E G H 1
6
6 '
5
29 NOTE:ASSEMBLY HARDWARE QTY(3), 11"
80 FROM TOP& BOTTOM AND ONE AT MIDSPAN
DETAIL J 30 INTERIOR
20 46 5 26 SLAB AT
GLASS BED 1 83 27
DETAIL G STILES AT ASTRAGAL DETAIL F rRODUCT RENEM
FULL JAMB SIDE LITE as complying wI*the Flo1'w
6 82 (AT HINGE JAMB) EXTERIOR AccBtZeptance �� �
81 SEE NOTE EypiraanceNs
6 82 81 SEE NOTE Expiration Date
5
5 1 aaf�.0 ,rct
20 106 201 1 106
6
80
30 7
7
27 30
80 20
27
29 83 70 29 83 70 ���• 'LtGENSF �(�':
1 DETAIL E DETAIL I
DETAIL H DETAIL K = No. 58705
JAMB, FULL JAMB JAMB, NARROW —
NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB SIDE LITE JAMB SIDE LITE
(AT HINGE JAMB) (NOT SHOWN ABOVE '' 1 . ` �
l ) Q . STATE O �(,r
1070 TECHNOLOGY DRIVE D.aiptiart j �, .,�(ORtp P,.•'
N.VENICE,FL 34275
(941)480-1600 ,HORIZONTAL SECTION DETAILS ��,�'�/d�lA'•����`�
Revsd Sy: Date.' Revisions:
JR 04110117 G REVISED#2 AND#10. CERT.OFAUTH.#29296 ALUM. FRENCH DOOR & SIDE L ITES, IMPACT
raven By.' Date: Checked By: Date:
Se„es Mode, scale sheet DrawmgNn. Rey: A. LYNN MILLER, P.E.
F.K. 12123104 L.T. 4 105 FD750 112 6 w 12 8000-11 G FL P.E.#58705
FD750 DOOR(S) FD750 FULL JAMB SIDE LITE
ITEM I DWG# DESCRIPTION PGT# ITEM I DWG#I DESCRIPTION PGT#
FRANIEKIT PARTS 1 8006 IFRAME-HEAD,SILL&JAMB 68006
1 r 8006 IFRAME-HEAD&HINGE JAMB 68006 4 8008 DRIPCAP 68008
2 8003C OUT-SWING SILL 68003A 6 8007 SCREW COVER 68007
3 8004C OUT-SWING SILL COVER 68004C 7 8009 INSTALLPLATE 68009
4 8008 DRIP CAP 68008 8 -----------FRAME ASSEMBLY SCREW#8X1"PHQUAD 781PQA
5 -----------HEAD,SILL&JAMB WEATHERSTRIP(SCHLEGAL) U83337T8500 20 8012 STILE 68012
6 8007 SCREW COVER 68007 21 8014 TOP RAIL 68014
7 8009 117,1STALLPLATE 68009 22 1 8013 BOTTOM RAIL 68013
8 ----------FRAME ASSEMBLY SCREW#8 X 1"PH QUAD 781 PQA 35 ---------- THREADED ROD 5/16-18 X 36" 6TRODA
9 8032 JASTRAGALENDSEAL 48032 36 -----------FLANGID HEX NUT 5/16-I8 7990NUTA
10 8058A OUT-SWING SILL(LOW RISE) 48058 37 8039 ITRUSSCLAMP 60378M
DOOR PANEL 60 -----------#8 X 3/4"PH SQ DRIVE TEK SCREW 78X34PSTW
5 -----------HEAD,SILL&JAMB WEATHERSTRIP(SCHLEGAL) U83337T8500
61 8028 SIDE LITE HEAD TRIM 68028
20 8012 STILE 68012
62 8029 SIDE LITE JAMB TRIM 68029
21 8014 TOP RAIL,(THREADED ROD DESIGN) 68014
FD750 NARROW JAMB SIDE LITE
22 8013 BOTTOM RAIL,(THREADED ROD DESIGN) 68013
23 8017 TOP S W EEP 68017 1 1 8006 FRAME-HEAD&SILL 68006
24 8016 BOTTOM SWEEP 68016 4 8008 DRIP CAP 68008
25 -----------SWEEP SCREWS.#4 X 1/2"PHIL PH 6 8007 ISCREW COVER 68007
26 8015 ASTRAGAL.ACTIVE&INACTIVE 68015 7 8009 JINSTALLPLATE 68009
27 802113 GEAR HINGE,JAMB SIDE 68021B 8 ----------FRAME ASSEMBLY SCREW 48X V PH QUAD 781PQA
28 8020A GEAR HINGE,COVER 68020A 21 8014 TOP RAIL 68014
29 8018 1 GEAR HINGE,BACK-UP PLATE 68018 22 8013 BOTTOM RAIL 68013
30 8019A GEAR HINGE.DOOR SIDE 68019A 35 -----------THREADED ROD 5/16-18 X 36" 6TRODA
31 8035 GEAR HINGE,BEARING 68035 36 -----------FLANGED HEX NUT 5/16-18 7990NUTA
32 ---------GEAR HINGE,SET-SCREW#6-32 x 1/4" 37 8039 TRUSS CLAMP 60378M
33 -----------GEAR HINGE,MTG.SCREW#12 0/4"TRUSS HD. 60 ----------#8 X 3/4"PH SQ DRIVE TEK SCREW 78X34PSTW
34 -----------GEAR HINGE,MTG.SCREW#12 x 1 1/2"TRUSS HD. 61 8028 SIDE LITE HEAD TRIM 68028
35 1----------THREADED ROD 5/16-18 X 36" 6TRODA 70 8010 FRAME JAMB 68010 .,,cowMYmg Wib tie n**k,
36 -----------FLANGED HEX NUT 5/16-18 7990NUTA ASSEMBLY KIT uidiu%Code
37 8039 TRUSS CLAMP 60378M kctepteace No — 24,68
-
80 8033B FRENCH DOOR ASSEMBLY BEAM 68033B
AVExpirn6ou Date Z�
38 8043 S/S GEAR LATCH MECHANISM(ASHLAND) 81 -----------#10-24 X 21/2"PH SCREW /
39 8030 LOCK BLOCK 48030 82 -----------#10-24 HEX NUT T ism-
1 sk
40 LATCH A SS'Y SCREWS#8 X 2"SS PHILL TR HD 78X2TPAX
83 ----------412 X 1 1/2"TR HD TEK SCREW
41 8037 S/S SHOOT BOLT ROD(SULLIVAN) 84 8056 SUBSILL(OPTIONAL) 68056
42 8045 STANDARD FLUSH BOLTS W/SS ROD(SULLIVAN) GLASS,BEADS&SILICONE
43 8031 SHOOT BOLT GUIDE 48031
90 -----------GLAZING SEALANT,DOW CORNING 899,983 OR 995
44 SHOOT BOLT GUIDE&STRIKE SCREW 8-32 X 3/8"SS PHILL TR 14D 78X38PFTX
45 8038R RIGHT-STRIKE PLATE AT ASTRAGAL(ACTIVE HINGED W'S110-035] 9 "LAMINATIDGLASS(3/16"ANIN.,.090PVB,3/]6"HS)
1 ----------7/16
ID
46 8038t LEFT-STRIKE PLATE AT ASTRAGAL(.ACTPJEHINGIDRIGHT) W'5110-4451 92 -----------7/16"LAMINATIDGLASS(3/16"HS.,.090PV6,3/16"HS
47 STRIKE PLATE SCREW S 8-32 X 3/8"SS PHILL TR HD 78X38PFTX 93 -----------7/16"LAMINATED GLASS(3/16"ANN.,.075 VANCEVA,3/16"HS)
48 --STRIKE PLATE MIDDLE SCREW 6-24X I/2"FH 7612FPTX � -------"'-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.,.090PVB,3/16"HS)
49 8036 STRIKE PLATE AT HEAD&SILL
50 HEAD STRIKE SCREWS SS 8 X 1/2 PHILL FH 7858ZAX 96 -----------7/8"LAMI I.G.(3/16"T,1/4"SPACE,3/16"HS.,.090 PVB,3/16"HS) /
51 — STRIKE PLATE SCREWS SILL SS 8 X 1/2 PHILL UNDERCUT FH 78X12PFHUX 97 --------- 7/8"LAMI I.G. 3116"T.1/4"SPACE 3/16"ANN.,.075 VANCEVA,3/16"HS)
52 8041 ACTIVE TRIM SET(ASHLAND) 98 7!8"LAMI l.G(3/16"T,l/4"SPACE 3/16"HS_075 VANCEVA,3/16"HS) '� �1GEN"'
68022 `
53 8042 PASSIVE TRIM SET(ASHLAND) 105 8022—BACK BEAD
54 8044 STAINLESS STEEL PASSIVE LOCK GEAR(ASHLAND) 106 8026A SLBACKBEAD 68026A = NO. 58705
55 8014A TOP RAIL(LA G BOLT DESIGN) 68014A 107 8023A 7/16"BEAD 68023A = _
56 8013A BOTTOM RAIL(LAG BOLT DESIGN) 68013A 108 8024A 7/8"IGBEAD 68024A
%� '••
57 --------5/16"x2 1/2"LAG BOLTS 7516LBOLTX 109 12 6TP247 24 VINYL WSTP(THICK) Q '� '�(/
�
CORItJP \ ,�
1070 TECHNOLOGY DRIVE Desorption: //��S/o �� \
N.VENICE,FL 34275 PARTS LIST �i� NA6 j 1`�
(941)480-1600 Tine:
Revsd By: Date: Revisions: CERT.OFAUTH.#29296 ALUM. FRENCH DOOR & SIDE LITES, IMPACT
JR 04110117 G REVISED#2AND#10. 3edes/Modetr S��,� so- orawingNo. Rev A. LYNN MILLER, P.E.
Drawn By: Date: Checked By: Date: FD750 NA 7 ' 12 8000-11 G FL P.E.#58705
F.K. 12123104 L.T. 1 418105
--{ 1.278 1--
.062
.062
2.236 .050 1.160
1.000 IWF77
+ + 4.027
- .583
} f--- 3.636 ---�-I - �-1 1.353 1.033 � 311
.050 .040 -1 V
f �-- 3.636 -�-�
#8006 6063-T6
O1 2 #8003C 6063-T6 3 #8004C 6063-T5 } 4 #8008 6063-T6 6 #8007 6063-T6 FRAME, HEAD, JAMB
O OUT-SWING O
AND SIDELITE SILL G SILL OS SILL COVER O DRIP CAP O SCREW COVER
---{ 1.278 _
3.018 1 .062 .074 A 1
1 � 2.000 T 1.940
1 1.376 1.498
583 1 r
.050 � -L
3.636 i i
r- 3.990 1 .050
O #8009 6063-T6 #8058A 6063-T6 20 #8012 6063-T6 23 #8017 6063-T5
INSTALL PLATE (�)OUT-SWING LOW SILL STILE O TOP SWEEP
t .075 -
1.938 .100 f I 050
1.938 r
1.467 PRODUCT RMEWBD
1 797 f as canpbft wits tie rw#&
-' 8.250 1 i 4.434 � 2.24 .�,��.c�cept�ance 1Mo -1 1 •O�G
I i . 0 -� Expiration Datej-=$Z-�.1�0 Z1
O22 #8013 6063-T6 21 #8014 6063-T5 24 #8016 6063-T5
BOTTOM RAIL O TOP RAIL OBOTTOM SWEEP
.075
1 .075
1.938 .100 1.938
j 1.467 1.170
� � f f
8.250 4.434 2.544 -� \o\ 4
O56 #8013A 6063-T6 55 #8014A 6063-T5 26 #8015 6063-T6 ;`�,�,�`� ;;c N?vF !�t
BOTTOM RAIL, LAG BOLT DESIGN O TOP RAIL LAG BOLT DESIGN O
ASTRAGAL
_ No. 58705
0 w,
1070TECHNOLOGYDRIVE De dpton:
N.VENICE,FL 34275 EXTRUSION PROFILES,ie h iaL
(941)480-1600 Date III!I! 1 0
Revsd By : Revisions.04/10/17 G REVISED#2 AND#10. CERT.OFAUTH.#29296 ALUM. FRENCH DOOR & SIDE LITES, IMPACT
JR
Date: CheckedB: Da
y o SedestMode sa
te ate sheet Drawing Na Re: A. LYNN MILLER, P.E.
yawn By: te:
F.K. 12123104 L.T. 418/05 FD750 1
12 8 at 12 8000-11 G FL P.E.#58705
742 142 + .075
.301
r .075 2.260 W .353
.072 11-63 � 2.438
I� �� i
27 #8021 B 6063 f-T6 28 #8020A 6063-T6 29 #8018 6063-T5 30 #8019A 6063-T6
GEAR HINGE, JAMB GEAR HINGE, COVER HINGE, BACK-UP GEAR HINGE, DOOR 125 3.251
r .0621 1.812 —� l
3.775
.050 — 1.000
.438 � � r `� .100 1.000 �- 1.635
_ - ►
-�—� 2.622 —� .125 � .050 � .325 -f 3.636 -�-I � #8033B 6105-T5
80 FD ASS'Y BEAM
#8028 6063-T5 #8056 6063-T4 37 #8039 6063-T6
61 SL HEAD TRIM 84 SUBSILL, OPTIONAL 70 #8010 6063-T6
NARROW SL JAMB TRUSS CLAMP
1} _ 1.169
.045 11
.040
_ i _
2.313
17% 442 .965 .750 045 43 A
.965 045 --�I
I .818 r— 957 I�
.050 J
#8022 6063-T5 #8026A 6063-T5 #8023A 6063-T5 #8024A 6063-T5 #8029 6063-T5
105 106 O BACKBEAD SL BACKBEAD 10 7/16" BEAD 108 I.G. BEAD 62 SL JAMB TRIM O
YRUlTl1Ca'RENEWED
ALUMINUM axct.mpiping with the
�`i=
REINFORCEMENTBuiAi'tncm,
SILICONE HOT-MELT BUTYL POLYISO-tl'NT.GLASS
NT FILL AREA Aeceptnnc:'i�u_,Ia1
STRUCTURAL BUTYLENE5/16"NOM. Expiration
SILICONE 5/16"NOM. SEAL �1�
STRUCTURAL FOAM 3/16"NOM. LICONE SEAL gy '^
POLYISOBUTYLENE 1/4"NOM. BUTYL& ROLL-FORMED
P '���
WITH DESICCANT WITH DESICCANT
DESICCANT FOAM STAINLESS STEELEXT.GLASS EXT.GLASS EXT.GLASSEXT.GLASSINT. GLASS INT.GLASS INT. GLASS
KODISPACE SUPER 1 103 DURASEAL® XL EDGETM
ioo 4SG TPS 101 SPACER®NXTTM 102 SPACER SPACER
Part# Description Material .• '�`�`NS�•, l�
100 Kommerling 4SG TPS Spacer System '
101 Quanex Super Spacer nXT with Hot Melt Butyl See this _ ::� No. 58705
Sheet for17
102 Quanex Duraseal Spacer '0 .
Materials _
103 Cardinal XL Edge Spacer % 0A*.. l Is ATE O ��
REFERENCE TEST REPORTS: FTL-8717,8968&8970 • �j021D�, � �`
1070 TECHNOLOGY DRIVE Description: j�
N. ENICE,F60075 EXTRUSION PROFILES ,�II,FF�0NAA,L Y,\,�,
Revsd By: Date: Revisions: CERT.OFAUTH.#29296 ALUM. FRENCH DOOR & SIDE LITES, IMPACT
JR 04/10/17 G NO CHANGES THIS SHEET. SerieslModef scale: sheet: Dra-9N.. Rev A. LYNN MILLER, P.E.
Drawn By: Date: Checked By: Date: FD750 112 9 et 12 8000-11 G FL P.E.#58705
F.K. 12123104 L.T. 418105
12"
9„ 9„6"r 6']— 6"j, 6" 6r 6" 6" l
�{6 6 �6
3 1
7L3„ „
11" 11„ 3" MIN. HEAD & SILL 11 1" MIN.�I _'z:� HEAD &SILL 11"
f f TYP. ANCHOR f TYP. ANCHOR f
CLUSTER CLUSTER
(TYPICAL) (TYPICAL) 10.571"
10.571" SEE NOTE 4 SEE NOTE 5
MAX.
MAX.
+ O.C.O.C.
JAMB � JAMB 1 JAMB JAMB
1 ANCHORS 18.500" ANCHORS
ANCHORS 18.500" ANCHORS HT. QTY.
HT. QTY. MAX. O.C.
HT. QTY. HT. QTY. MAX. O.C. 95 3/4"-(8)
95 3/4"-(5)
95 3/4"-(5) 95 3/4"-(8) f f (2) EQ. (3) EQ. 91 3/4"-(8) f
91 3/4"-(5) f 91 3/4"-(8) 91 3/4"-(5)87 3/4"-(5) 1 SP.TYP. SP. TYP. 87 3/4" -(8) 1
87 3/4"-(5) l 87 3/4"-(8) " 1 83 3/4"-(7)
" 83 3/4 -(5) 1
83 3/4"-(5) 1 83 3/4 -(7) I� 79 3/4"-(7) 11"
79 3/4"-(5) 11"
79 3/4"-(5) 11„ 79 3/4"-(7) 11" f
f f f
DETAIL A (CONCRETE) DETAIL B (WOOD/ALUM.)/�SEEE
DETAIL C (CONCRETE) SEE NOTE 5 DETAIL D (WOOD/ALUM.)
REGARDING 2 OR MORE PANELS
(SINGLE PANEL) (SINGLE PANEL) (2 OR MORE PANELS) APPLICABLITY ( ANCHOR TYPES: )
ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPES: of CIRCLED
B OR C C OR A B OR C ANCHOR C OR A
NOTE 4 REGARDING LOCATIONS
ANCHORAGE SPACING REQUIREMENTS: NCHO LOCATLITY IONS
1. 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 MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE-PANEL MODUCf RENEWED
INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. ag complying with the Florid'
Acceptance
a Code -N
�Occxptaece No
2.ANCHOR TYPES:ANCHOR TYPES: SEE TABLE A, SHEET 1 FOR ANCHOR TYPES, SUBSTRATES AND LIMITATIONS. Expiration Date
3. SINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD/ALUM. SUBSTRATE)
� Ptad+tct Coa:eal
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) \�� ��� LYA.A/�
HEAD AND SILL: 6" MAX. FROM FRAME CORNERS AND `��'��` �,!CENSc
AT 3", 6", 9"AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). F,•'
CIRCLED ANCHOR OUTSIDE CLUSTER REQUIRED IF PANEL WIDTH IS OVER 27-314". Na. 58705 `
JAMBS: 11" MAX. FROM FRAME CORNERS AND 10.571" MAX. O.C -13
�fsTH�( �
Description j (� "•F�� !t�P•°•• ���;
1070 TECHNOLOGY DRIVE �j' \
N.VENICE,FL 34275 ANCHORAGE SPACING //,./OVAL
(941)480-1600 Title, I I I I I !!1
Revsd By: Date: Revisions: CERT.OFAUTH.#29296 ALUM. FRENCH DOOR & SIDE LITES, IMPACT
JR 04110117 G REVISED NOTES, CLUSTER QUANTITY. 8enesrM"der scae sneer DrawingN" Rev A. LYNN MILLER, P.E.
Drawn By: Date: Checked By: Date: FD750 114 10 a 12 8000-11 G FL P.E.#58705
F.K. 12123104 L.T 418105
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, OPTIONAL
SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. OPTIONAL SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1.
1/4" MAX. 84 1/4" MAX. 84
1/4" GROUT, 1/4" MAX. GROUT
MAX. SEE GROUT SEE
SEE
SHIM NOTE 3 NOTE 3 NOTE 3
_ 1 _
f METAL SUBSTRATE f 2X WOOD f 2X WOOD
S
PER ANCHOR CONCRETE/CMU EMBEDMENT BUCKSTRIP OR EMBEDMENT BUCKSTRIP OR EMBEDMENT
REQUIREMENT PER ANCHOR FRAMING, SEE FRAMING, SEE
REQUIREMENT . . , e `. NOTE 1, THIS SHEET i NOTE 1, THIS SHEET 1
EDGE DISTANCE f EDGE DISTANCE
1/8" MIN. EMBEDMENT(METAL THICKNESS) EDGE DISTANCE EDGE DISTANCE �I
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)
2X WOOD BUCKSTRIP OR FRAMING,
1X WOOD EDGE DISTANCE SEE NOTE 1, THIS SHEET
BUCKSTRIP, SEE CONCRETE/CMU
F_ 1/8" MIN. EMBEDMENT(METAL THICKNESS) EDGE DISTANCE —� NOTE 1, THIS PER ANCHOR EDGE DISTANCE
EDGE DISTANCE CONCRETE/CMU SHEET.
REQUIREMENT
METAL SUBSTRATE MAX PER ANCHOR MAX ; 1/4"
PER ANCHOR SHIM REQUIREMENT EMBEDMENT SHIM MAX. EMBEDMENT
REQUIREMENT 1 ; SHIM i
1/4"
MAX. PRODUCT 1tENMW
SHIM as complying W10 tie rnmmdb.
8eidieg Code
TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, Acceptance Ns TYP.ANCHOR TYPE, TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE EMBEDMENT AND EDGE Expiration Date EMBEDMENT AND EDGE EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, QISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE,
SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. WmW DakPM94&NINA"'. 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. 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 E A#12 SMS ��`� f`�/�
i�t 1 t 11##
PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL B
WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 2 AND ANCHORAGE SPACING FOR WOOD SHOWN ``��'��• '�1GENgF ����. ��
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) No. 58705
MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. p5
1070 TECHNOLOGY DRIVE Description: n
N. VENICE,FL 34275 ANCHORAGE DETAILS Q�'• ST..=;7F O
r plY�L with t$eflagW
(941)480-1600 TO.: i ''°° -ORION
=: :_ade �t c IMPACT n. ��,
�:°yw;�.�to- - ALUM. FRENCH DOOR & SIDE L I TES ;
CERT OFALITH.#f29296 ' � .7�{ b{ V-
Da # \
Exp4i iAien rrdut(' '�+/ SenesOdodel: Scale: Sheet: Drawing No. /1 I t I� � 1 •�,�\
° FD-750 1/4 �� �2 8000-11
�9 �Dftzk
A. LYNN MILLER, P.E.
g�t.., ,,,�,q �,^�t�R• Revsd By11'4:110117
Revisions: Drawn By: Date: Checked By: Dafe:%KMai�4R 6�eF pw5 JR G CLARIFIED DETAILS,ADDED METAL SUBSTRATE F.K. 12123/04 L.T. 418105 FL P.E.#58705
TYP. ANCHOR TYPE, TYP.ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE EMBEDMENT AND OPTIONAL EMBEDMENT AND EDGE EMBEDMENT AND OPTIONAL
DISTANCE PER SUBSTRATE, EDGE DISTANCE PER DISTANCE PER SUBSTRATE, EDGE DISTANCE PER
SEE TABLE A, SHEET 1. SUBSTRATE, SEE 84 SEE TABLE A, SHEET 1. SUBSTRATE, SEE 84
TABLE A, SHEET 1, TABLE A, SHEET 1.
EXTERIOR a EXTERIOR
2
2 EXTERIOR A
a EXTERIOR
OR OR ___ _�_ 1/4" MAX. °114" 10 1 __ 1/4" MAX. 10 =_� -- 1/4" MAX. � _MAX. J�M1 GROUT, - �1 GROUT, '~ GROUT, 10SEE NOTE 3, -- SEE NOTE --�
SHIM SEE NOTE 3,
SHEET 11 SHEET 3, SHEET 11
} METAL SUBSTRATE r } arNOTE
X WOOD WOOD
PER ANCHOR CONCRETE/CMU KSTRIP OR BUCKSTRIP OR
EMBEDMENT _ EMBEDMENT
REQUIREMENT PER ANCHOR MING, SEE EMBEDMENT
EDGE DISTANCE REQUIREMENTFRAMING, SEE
_SHEET 11. NOTE 1, SHEET 11.
1/8" MIN. EMBEDMENT(METAL THICKNESS)
TYPICAL DOOR SILL TYPICAL DOOR SILL TYPICAL DOOR SILL OPTIONAL DOOR SILL
(DIRECT TO METAL) (DIRECT TO CONCRETE) (DIRECT TO WOOD) (DIRECT TO WOOD)
TYP. ANCHOR TYPE TYP. ANCHOR TYPE
INTERIOR TYP.ANCHOR TYPE, INTERIOR INTERIOR 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.
EMBEDMENT ' EMBEDMENT EMBEDMENT EMBEDMENT
EDGE EDGE EDGE EDGE Ir 1/4" MAX. SHIM
DISTANCE DISTANCE DISTANCE • DISTANCE
METAL •' •• � ° � 2X WOOD
SUBSTRATE CONCRETE/CMU CONCRETE/CMU . ; d BUCKSTRIP OR
PER PER ANCHOR PER ANCHOR FRAMING, SEE
ANCHOR REQUIREMENT REQUIREMENT NOTE 1, SHEET 11.
REQUIREMENT
114" MAX. SHIM --►� �-�-- 1/4" MAX. SHIM 1X WOOD TYPICAL DOOR & SIDE LITE JAMB
1/4" MAX. SHIM —►{ �— BUCKSTRIP, SEE
(DIRECT TO WOOD)
NOTE 1, SHEET 11.
TYPICAL DOOR & SIDE LITE JAMB TYPICAL DOOR & SIDE LITE JAMB TYPICAL DOOR & SIDE LITE JAMB
(DIRECT TO METAL) (DIRECT TO CONCRETE) (THRU 1X INTO CONCRETE) as �RE� \\��,` o�Y LYNN
iaiugcaae 1�-1126•0� ��. �10ENSF �!!Acceptance No Q.
Expiration IfDatc��Q.`� 2f -�3
f — No. 58705
By
Miatai Dade roduet Cortrot —-p �/t
1070 TECHNOLOGY DRIVE Description. r � X �N. VENICE,FL 34275 ANCHORAGE DETAILS -�O STATE O
(941)480-1600
Titl °'•:c�ORIGA,.•'
CERT OF ALITH.#29296 ALUM. FRENCH DOOR & SIDE L I TES, IMPACT '� �5'oN�L
Sere.l� e S j LNG
° FD-750 1/4 1 12 or 12 8000-19
Revsd By.' Date: Revisions: Drawn By. Date: Checked By. Date: A. LYNN MILLER, P.E.
JR 0411C G CLARIFIED DETAILS,ADDED METAL SUBSTRATE F.K. 12123104 L.T. 418105 FL P.E.#58705