HomeMy WebLinkAboutNOA Aluminum Sliding Glass DoorRECEIVED
MIAMI-DADE MAR 17 2021 MIAMI-DARE COUNTY
bQAZA�Permitting papartmen RODUCT CONTROL SECTION
St. Lucie courrty 11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economv
PGT Industries, Inc.
1070 Technology Drive,
North Venice, 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 Zone.
DESCRIPTION: Series "770HP" Aluminum -Sliding lass Door w / Reinforcements-SMI
APPROVAL DOCUMENT: Drawing No.PGT0005 Rev H, titled."Series 770 H.P. Aluminum SGD-SMI", sheets I
through 10 of 10, prepared by manufacturer, dated 08/05/07 and last revised on 04/22/20, signed and sealed by Lynn
Miller, P.E., bearing the' Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number
and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Small Missile Impact Resistant
Limitations:
1. See tables 1& 1A in sheet 4 of this approved drawing set for applicable SGD unit sizes, design pressures,
reinforcements, glass types, sill riser and anchors requirements. See approved configurations in sheet 2.
2. Applicable operable door Egress min clear width & height requirements must comply per FBC, to be reviewed
by Building official.
3. See glazing options G9, G9A, G10 and G10A in sheets 1 & 3.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 # 19-1126.05 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 & E-5, as
well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq 1. Chanda, P.E.
/l NOA No. 20-0429.11
Expiration Date: March 24, 2025
Approval Date: October 15, 2020
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals (Submitted under files # 11-1018.15/#09-0826.11)
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. PGT0005 Rev D, titled "Series 770 H.P. Aluminum SGD-SMI", sheets 1 through 10 of
10, prepared by manufacturer, dated 08/05/07 and last revised on 02/13/14, signed and sealed by
Lynn Miller, P.E.
B. TESTS (transferred from file # 09-0826.11)
1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94.
4) Small Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors
(Samples A-3, A-4, B-3, B-4 and C-2), prepared by Fenestration Testing Laboratory, Inc., Test
Report No FTL-7468, dated 09/13/2013, all signed and sealed by Martin D. Brinson, P.E.
Note: This test report has addendum letter dated Jan 13, 2014, issued by Fenestration Testing Lab.
2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, per FBC; TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94.
4) Small Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors,
prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-6019 and FTL-6020, both
dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. (Submitted under files # 11-1018.15/#09-
0826.11). Note: The test reports No. FTL 6019 have been revised and reissued on 12/29/09, signed
and sealed by Julio Gonzales, P.E.
3. Additional reference supporting test reports # FTL 5254 and ATI72138.01-401-18.
C. CALCULATIONS
1. Anchor verification and comparative analysis dated 01/24/14 and last revised on 02/13/14,
sheets 1 thru 45, prepared by PGT, signed and sealed by Lynn Miller, P. E.
2. Glazing complies with ASTME-1300-02 &-04
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
l . Notice of Acceptance No. 11-0624.01 issued to "E.I. DuPont DE Nemours" for "DuPont
Butacite ® PVB", expiring on 12/11/16.
F. STATEMENTS
1. Statement letter dated OCT 04, 2013 of compliance to FBC 2010 and "No financial interest",
prepared by PGT, signed & sealed by Lynn Miller, P.E.
2. Letter of lab compliance, part of the above test reports
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0429.11
Expiration Date: March 24, 2025
Approval Date: October 15, 2020
E - 1
PGT Industries Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHER
1. This NOA revises # 11-1018.15, expiring March 24, 2015.
2. Test proposal dated 6/4/13 approved by Jaime Gascon, P.E.
3. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO.
4. Letter of commitment dated February 20, 2014, issued by PGT, signed by A. Lynn Miller, P.E.
2. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. PGT0005, titled "Series 770 H.P. Aluminum SGD — S.M.I.", sheets 01 through
10 of 10, dated 08/05/07, prepared by manufacturer, revision "E" dated 12/31/14 and latest
update 03/05/15, signed and sealed by Lynn A. 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) 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 2411.3.2.1, and TAS 202-94
along with marked —up drawings and installation diagram of Aluminum Sliding Glass Door (XOX),
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7825, dated 06/10/2014,
signed and sealed by Idalmis Ortega, P. E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th Addition
(2014), prepared by manufacturer, dated 03/05/15, signed and sealed by Lynn A. Miller, P.E.
2. Glazing complies with ASTM E1300-04/ 09.
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 03/12/15, expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC Ste Edition (2014), issued by
manufacturer, dated 12/31/14, signed and sealed by Lynn A. Miller, P. E.
2. Statement letter of no financial interest, issued by manufacturer, dated 12/31/14, signed and
sealed by Lynn A. 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 the
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 Lynn A. Miller, P. E.
_ f s�� 1 • -Lti�n
lshaq 1. l:handa, P.E.
Product Control Unit Supervisor
NOA No. 20-0429.11
Expiration Date: March 24, 2025
Approval Date: October 15, 2020
E-2
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHERS
1. Notice of Acceptance No. 13-1009.06, issued to PGT Industries, Inc. for their Series "770—HP
Aluminum Sliding Glass Doors w / Reinforcements — S.M.I.", expiring on 03/24/15.
3. Evidence submitted under previous approvals
A. DRAWINGS
1. Drawing No. PGT0005, titled "Series 770 H.P. Aluminum SGD — S.M.I.", sheets 1 through 10
of 10, dated 08/05/07, prepared by manufacturer, revision "F" dated 05105116, signed and
sealed by A. 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.
C. CALCULATIONS (Submitted under previous NOA No. 15-0106.09)
1. None.
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 03/12/15, expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5th Edition (2014), issued by
manufacturer, dated 12/31/14, signed and sealed by Lynn A. Miller, P. E.
G. OTHERS
1. Notice of Acceptance No. 15-0106.09, issued to PGT Industries, Inc. for their Series "770—
HP Aluminum Sliding Glass Doors w / Reinforcements — S.M.I.", expiring on 03/24/20.
2. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
4. Evidence submitted under previous approvals
A. DRAWINGS
1. Drawing No. PGT0005, titled "Series 770 H.P. Aluminum SGD — S.M.I.", sheets 1 through
10 of 10, dated 08/05/07, prepared by manufacturer, revision "G" dated 04/03/17, signed and
sealed by A. Lynn Miller, P. E.
B. 1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, FBC 611 Edition (2017), prepared by
manufacturer, dated 04/18/17 and revised 08/14/17, signed and sealed by Lynn A. Miller, P.E.
D. QUALITY ASSURANCE
1. Miami —Dade Department of Regulatory and Economic Resources (RER).
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0429.11
Expiration Date: March 24, 2025
Approval Date: October 15, 2020
E-3
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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.
F. STATEMENTS
Statement letter of conformance, complying with FBC 6" Edition (2017), issued by
manufacturer, dated 08/04/17, signed and sealed by Lynn A. Miller, P. E.
G. OTHERS
1. Notice of Acceptance No. 16-0629.08, issued to PGT Industries, Inc. for their Series "770—HP
Aluminum Sliding Glass Doors w / Reinforcements — S.M.I. ", expiring on 03/24/20.
5. Evidence submitted under previous approval
A. DRAWINGS
1. Drawing No. PGT0005 Rev G, titled "Series 770 H.P. Aluminum SGD-SMI", sheets 1 through
10 of 10, prepared by manufacturer, dated 08/05/07 and last revised on 12/11/19, signed and
sealed by Lynn Miller, P.E.
B. TESTS
1. None.
C. CALCULATIONS (submitted under file #17-0420.14)
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. (former Dupont De
Numerous) for their "Trosifol Ultraclear, Clear and Color PVB Glass Interlayers", expiring
on 07/08/24.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (61h Edition) and letter of no financial interest,
prepared by PGT, dated 11/22/19, signed and sealed by Lynn Miller, P.E.
G. OTHER
1. This NOA renews NOA # 17-0420.14.
6. Evidence submitted under previous approval
A. DRAWINGS
1. Drawing No. PGT0005 Rev H, titled "Series 770 H.P. Aluminum SGD-SMI", sheets 1 through
10 of 10, prepared by manufacturer, dated 08/05/07 and last revised on 04/22/20, signed and
sealed by Lynn Miller, P.E.
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0429.11
Expiration Date: March 24, 2025
Approval Date: October 15, 2020
E=4
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative
units listed below and tested to qualify Dowsi1791 and Dowsil 983 silicones, prepared by
Fenestration Testing Laboratory, Inc., Test Reports No.:
FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14
FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2,
PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT
PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A
Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis
Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 71h Edition
(2020), dated 04/20/20, prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Glazing complies with ASTM E1300-04, -09, -12.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
F. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. (former Dupont De
Numerous) for their "Trosifol Ultraclear, Clear and Color PVB Glass Interlayers", expiring
on 07/08/24.
F. STATEMENTS
1. Statement letters of conformance to FBC 2020(7th Edition), dated 04/20/20, prepared, signed &
sealed by Lynn Miller, P. E.
G. OTHER
1. This NOA revises NOA # 19-1126.05, expiring 03/24/25.
2. RER Test proposals #19-1155 dated 01/10/20 approved by Ishaq I. Chanda, RE, expiring
04/14/21expiring 04/07/25.
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0429.11
Expiration Date: March 24, 2025
Approval Date: October 15, 2020
E-5
GENERAL NOTES: SERIES 770 H.P. SMI SLIDING GLASS DOOR WITH REINFORCEMENT I DESIGN PRESSURE RATING I IMPACT RATING
1) GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR)
SEE TABLES 1 & 1A ON
RATED FOR SMALL MISSILE
GLASS STRENGTHS: T = TEMPERED
SHEET4
IMPACT RESISTANCE
I
INTERLAYER TYPES:.090" PVB
G9 - V LAMINATED INSULATING GLASS: 3/16" T EXT. CAP +3/8" AIR SPACE +7/16" LAMINATED: (2) LITES OF 3/16" T GLASS WITH .090" PVB INTERLAYER.
CODES/STANDARDS USED:
G9A - 1" LAMINATED INSULATING GLASS: 1/4" T EXT. CAP + 5116" AIR SPACE + 7/16" LAMINATED: 2 LITES OF 3116" T GLASS WITH PVB INTERLAYER.
()
• 2017 FLORIDA BUILDING CODE (FBC), 7TH EDITION
.090"
G10 - 7/16" LAMINATED: (2) LITES OF 3/16" T WITH .090" PVB INTERLAYER.
• FLORIDA BUILDING CODE (FBC), 6TH EDITION
• ASTM
M E7300-09
G10A - 9/16" LAMINATED: (2) LITES 017,1/4" T GLASS WITH .090" PVB INTERLAYER.
• ANSUAF&PA NDS-2018 FOR WOOD CONSTRUCTION
2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El300.
• ALUMINUM DESIGN MANUAL, ADM-2016
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El300.
• AISI 6
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN ASO
• Alsc ea16
360-1
3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS,
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE
DETAILS SEE SHEETS 4-6.
4) SHUTTERS ARE NOT REQUIRED 30' ABOVE GRADE.
5) INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. OVERALL SEALING/FLASHING STRATEGY FOR WATER
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.
6) REFERENCES: TEST REPORTS FTL-5998, FTL-6005, FTL-7468, FTL-6012 & FTL-7825; DEWALT ULTRACON+ NOA; ELCO ULTRACON NOA; DEWALT/ELCO CRETEFLEX NOA;
AND AGGREGATOR NOA; ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) CONFIGURATIONS: STRAIGHT DOORS - MAXIMUM 2 TRACKS
BY 9 FT. (108") HIGH WITH MAXIMUM 4 FT. NOMINAL WIDE DOOR PANEL. TABLE A:
MAXIMUM 4 PANELS. SEE EXAMPLE ELEVATIONS AND PANEL
CONFIGURATIONS ON SHEETS 2 & 7.
Anchor Frame Min. Edge Min. O.C. Mtn.
D.L.O. WIDTH = NOM. PANEL WIDTH - 7"
D.L.O. HEIGHT= DOOR UNIT HEIGHT - 10.126'
PANEL HEIGHT= DOOR UNIT HEIGHT - 1.866"
NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5-6:
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE
COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE
TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND
SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET.
3) WOOD BUCKS DEPICTED AS IX 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 1-12" THICK OR
GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO
PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT
OF RECORD.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE
REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT
REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4"
THICK & 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. IF SUBSTRATE IS WOOD,
309 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND
WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING
JURISDICTION.
I JR 1 0321120 1 H I UPDATED TO FBC2020. ANCHOR TIDE TABLE I
Group
p
Anchor Type
Member
Substrate
Distance
Distance
tbedment
Meetal Thickness
A
#12 18-8 or
410 SS SMS
(min. of threads
beyond metal substrate)
All
Southern Pine (SG = 0.55)
9116'
7/8"
13/8"
6063-M Aluminum
3/8•
9/16'
0.071' (2D Gal
A36 Steel
3/8,
9/16,
0.050"
Gr. 33 Steel Stud
3/8'
9/16°
0.13W (18 Gal
1/4' Elco Aggre-Gator
All
Concrete (min. 2.22 ksf)
1-1/2"
3'
13/8'
Jamb
Filled Block (ASTM C90)
2'
3"
2'
Jamb
Hollow Block (ASTM C90)
2'
1 3'
1-1/4"
All
Southern Pine
(SG = 0.55)
1"
1"
1318"
B
1Al2 Steel SMS (Gr. 5)
(min. of threads
beyond metal substrate)
All
Southern Pine
(SG = 0.55)
9/19,
7/8"
1-we,
606345 Aluminum
318'
9116"
0.071' (20 Get
A36 Steel
3/8"
9116"
0.050"
Gr. 33 Steel Stud
31W
9/16"
0.045" (18 Ga)
1/4' Mae UltraCon
All
Concrete (min. 2.85 ksi)
1"
4"
1-318"
Jamb
Hollow Block (ASTM C90)
1"
6"
1-1/4"
C
1/4' DeWalt
UllraCon® +
Head / Sill
Concrete (min. 3 ksi)
1.5116'
4"
1318'
Jamb
Concrete (min. 3 ksi)
1"
4"
1318'
Jamb
Hollow Block (ASTM C90)
1"
3"
1-1w
All
Southern Pine (SG = 0.55)
V
1"
13/8"
1/4' Elco UltraCon
All
Concrete (min. 2.85 ksi)
2-1/2'
4"
13/8' --
Jamb
Filled Block (ASTM C90)
2-112"
4'
1J/4"
Jamb
Hollow Block (ASTM C90)
2-1/2'
6"
1-1/4"
D
1/4" 410 SS Elco
CraleFlex
Head / Sill
Concrete (min. 3.35 ksi)
1"
4"
1314"
Jamb
Concrete (min. 3.35 ksi)
1"
6"
1314"
Jamb
Hollow Block ASTM C9D)
2-112"
67
1-1/4"
All
Southern Pine (SG = 0.55)
1'
1"
131B'
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) FOR THE MINIMUM STRENGTHS OF ANCHORS AND SUBSTRATES. SEE TABLE 3. SHEET 9.
4) HOLLOW BLOCK VALUES MAY ALSO BE USED IN FILLED BLOCK APPLICATIONS.
5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE
N. V WCF- R. 34275
(gol) ISO-16M
REGISTR4710N/28296
I SERIES 770 H.P. ALUMINUM SGD - SMI I
1 d 10 1 PGN005
SHEET
GENERAL NOTES.............1
ELEVATIONS ......................2
GLAZING DETAILS ............
3
ANCHORAGE .....................4-6
DESIGN PRESSURES.......4
ELEVATIONS .....................
7
CONFIGURATIONS...........
7
VERT. SECTIONS..............8
HORIZ. SECTIONS............
8
PARTS LIST .......................
9
EXTRUSIONS ....................
10
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.11
E.phation Date:0312412025
MlamHDade Product Control
`tllulin/1//1
ANY LYi%
'�� •' L1GEN,gF �f/�C i
No.58705
A � Co
MAX. UNIT MAX. UNIT
WIDTH 96" WIDTH 145 5/16"
® F 1 ® 8 8
t t
MAX. MAX.
DOOR 8 8 / J e DOOR
UNIT a e / / UNIT
HEIGHT / / HEIGHT
108" 108"
xo, ox, xx H oxx, xxo, oxo
RODUCT REVISED
s wmp CM with the Florida
ullding Code
on -No. 20-0429.11
MAX. UNIT xpiration Date:03/24/2025
y, I.—, I, Z4"
laml-0ado Product Control
M
DOOR
6 8
U 6
HEIGHT
1
oxxo
APPROVED CONFIGURATIONS = *' N0.58T°5
1070TEf7911o1A0Y0RIVE ��" ��0�'.,tS"AA,.,0P0;' (L��
N V—CF- 4a5 ELEVanolv5
(W1)400.1600
^� a.. REMSTPotn°NAMM SERIES 770 H.P. ALUMINUM SGD - SMI
JR 03 . H NO CHANGES THIS SHEET. se�ir o�w �yYNN1 i 1 i 1 �
A. LYNN IA58705 P.E.
RN 3G07lOH.P. NTS '1 - 10 PGT0003 N P.EA58705
WIDTH 191 1/2"
4
I
3/16" T GLASS
.090" PVB 3/16" T GLASS
3/16" T GLASS .090" PVB
3/8" AIR SPACE
3/16" T GLASS 3/16" T GLASS —
V NOM.—=t.74 7/16" NOM. —
Ds 3/4" NOM. �/ g13/4'NOM.
GLASS SS
BITE 80 E
6-5
EXTERIOR EXTERIOR
54
1" LAMINATED INSULATING 55
7116" LAMINATED GLASS TYPES G10
GLASS TYPES G9
3/16" T GLASS
.090" PVB 1/4" T GLASS
3/16" T GLASS
5116"AIR SPACE 090" PVB
1/4" T GLASS . 7`} 1/4" T GLASS 74
1".NOM. 8/16" NOM.
83 3/4" NOM. 82 3/4" NOM.
GLASS GLASS
79 BITE 81 BITE
s-s
EXTERIOR EXTERIOR
54
1" LAMINATED INSULATING 55
GLASS TYPES G9A 9/16" LAMINATED GLASS TYPES G10A
Part#
Description
Material
56
Kommerling 4SG TPS Spacer System
57
Quanex Super Spacer nXT with Hot Melt Butyl
See this
Sheet forMaterials
58
Quanex Duraseal Spacer
59
Cardinal XL Edge Spacer
"T" = TEMPERED
"PVB" = .090" TROSIFOL® PVB BY KURARAYAMERICA, INC.
JR -mlao I H HO CHANGES THIS SHEET.
vm nas9 oee ace
5M G8/0SrD9 R!A
(xt)480-1 oo
REGISMTM02MW
STRUCTURAL
'OLYISOBUTYLENE
114' NOM.
WITH DESICCANT
EXT.GLASS
O KODISPACE
4SG TPS
INT. GLASS
HOT -MELT BUTYL
STRUCTURAL
SILICONE
3/16" NOM.
FOAM WITH
DESICCANT
EXT. c1Ass
SUPER
SPACERD NXT"'
INT.GLASS
J
PRODUCT REVISED
ALUMINUM
as complying with the Florida
Building Code
REINFORCEMENT
NOA-No. 20-0429.11
Expiration Date: 03/24/2025
5116" NOM.
By: r awz r. •�^,
BUTYL 8
DESICCANT
_
Miami -Dade Product Control
FOB
DURASEALO
EXT. GLASS
O
SPACER
INT. GLASS
POLYISO-
NT FILL AREA
BUTYLENE5/16"
NOM.
SEAL
LICONE SEAL
ROLL -FORMED
STAINLESS STEE
OXL EDGE T"
FINT.GLASS
EXT. GLASSSPACER
` aNY LYNN
�' •'•�
_ * : No. 58705
G`' zo.
��O'�` r; ATE r (V�`
DETAILS ��S •.,LORIDP,••'G\=�
770 H.P. ALUMINUM SGD - SMI '�,S,;ONAL
-ftw a.x A. LYNN IA&R, P.E.
Arm 3 d 10 MT0005 H P.E.058705
TABLE 1:
Design Pressure (DP) and Anchor Quantities Required
(For all approved Configurations, Sheet 2 and Glass Types, Sheet 3)
Reinforced Interlocks
Door Unit Height
84'
9D•
95"
102'
108"
Heavy-duty Astragal
Heatpy-duty Stiles
69-7/8' DLO
73-7/8• DLO
79-7/8• DLO
87-7/8' DLO
91-718' DLO
97-7/8• DLO
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A I B I C I D
A I B I C I D
A I B I C I D
A I B I C I D
Aj 8 I C 1 D
A B C D
Design Pro sure
-901-130
+gol--130
+gN--130
+901-130
+901-130
+901-130
24'
DLO
HeadlSill
C5+2
C5+2 C5+2
C5+2
05+2
CS+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
CS+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
Jamb
10
1 B 1 B
1 8
10
1 8
1 8
1 8
10
1 10
1 10
1 10
12
1 10
10
10
12
10
10
10
14
1 10
10
1 10
23-
Design Pressure
+901-130
+g0%130
+901130
+901-130
+901-130
+90%130
30"
DLO
Head/Sill
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C6+2
C6+2 C6+2
C6+2
C6+2
C6+2
C6+2
CB+2
C6+2
C6+2 C6+2
C6+2
—
Jamb
12
1 10
1 8
1 8
12
1 10
1 8
1 8
12
1 10
1 10
1 10
14
1 12 1 10
1 10
14
1 12
1 101
10
16
12 10
10
3
29•
Design Pressure
+901-130
+901-130
+901-130
+901-130
+901-130
+901-130
iu
36'
DLO
HeadlSill
C5+2
C5+2
C5+2
C5+2
C6+2
C6+2
C5+2
C5+2
C6+2
C6+2
C6+2
CB+2
C7+2
C7+2
C6+2
C6+2
C7+2
C7+2
C7+2
C7+2
C7+2
C7+2
C7+2
C7+2
a
Jamb
12
10
8
8
14
12
8
B
14
12
10
10
16
14
70
10
18
14
10
10
18
14
12
10
=
Design Pressure
+901-130
+g0%130
+901-130
+901-130
+90%130
+901-121.4
E
42"
p
Head/Sill
C6+2
C6+2
C6+2
C6+2
C6+2
C6+2
C6+2
C6+2
C7+2
C7+2
C6+2
C6+2
C7+2
C7+2
C7+2
C7+2
C8+2
C8+2
C7+2
C7+2
C8+2
CS+2
C7+2
C7+2
Jamb
14
12
8
8
16
1 12
10
8
16
1 14
1 10
1 10
18
1 14
1 12
1 10
20
1 16
1 12
1 10
20
1 18
1 12
1 10
Design Pressure
+901-130
+901-130
+901-130
+901-130
+901-118.5
+9al-110
4S•
DLO
Head/Sill
C6+3
C6+3
C6+3
I (S+3
C7+3
I C7+3
C6+3
C6+3
C7+3
I C7+3
C7+3
C7+3
CB+3
CB+3
C8+3
C8+3
C8+3
C8+3
C7+3
C7+3
C8+3
C8+3
7+
C7+2
Jamb
16
1 12
1 10
8
16
1 14 1
10 1
8 1
18 1
14
1 12
1 10
20
1 18
1 12
1 10
20
1 16
1 12
1 10 1
20
16
12
1D
NOTE: JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. O = EXAMPLE ON SHEET 5
w
INTERLOCKS TO BE REINFORCED
WITH THE #66 HEAVY-DUTY REINFORCEMENT
HEAVY-DUTY STILES
1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL.
2. WHEN USING THE 21/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 3 1/4" SILL,
POSITIVE PRESSURES IS 60.0 PSF MAX.
(NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A ON THIS SHEET.
3.21/2", 3 1/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
THE 1 1/2" SILL IS NOTAND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED
WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT
FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED
FOR WATER INFILTRATION.
4. SEE SHEETS 1, 5 & 6 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT
INFORMATION.
5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS.
I JR 1 030120 1 H I NO CHANGES THIS SHEET I
D.L.O. WIDTH = NOM. PANEL WIDTH -7"
D.L.O. HEIGHT = DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866"
14��)-I DPANDANCHOIZ
REGl37R4WNjFP�Trj SERVES no H.P.
4 -10 1 PGT0005
TABLE 1A
Sill Height to Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+) Design
Pressure, psf
Flush - 1-1/7
see note 3
Low-2-1/2"
+ 46.67
Medium - 3-1/4"
+ 60.0
High - 4"
+ 90.0
SEE NOTES 1-3
1 OH LENGTH If
OH LENGTH _ OH RATIO
OH OH HEIGHT
HEIGHT
0: EQUAL TO 1
O OR GREATER
0
SEE NOTE 3
PRODUCT REVISED
as eomping with the Florida
Building ode
NOA No. 20-0429.11
Expiration Date: 03/24/2025
By' Trr,=.14...Cl:,es.
Mlaml--Dade Product Control
�Illulrrrr
o ANY NN
���•'•I,ICENyF ��(���'
y� No. 58705
p �F��,�'• ATE F
70NALif, iENG��`
A LYNN MILLER, P.E.
P.E.B 58705
EXAMPLE OXX ANCHORAGE PLAN:
(3) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR TYPES A IN CONCRETE SUBSTRATE "ANCHORS PER PANEL" ARE THOSE
+2 C7 +2 C7 +2 AT THE HEAD AND SILL BETWEEN
CLUSTERS OR THOSE BETWEEN A
CLUSTER AND A FRAME JAMB.
X
KYKx x
x 24" MAX. O.C. x xx K x 6" MAX.
(ADDADDITIONAL x x
ANCHOR MIDSPAN (20) ANCHORS TOTAL @
IF NEEDED) EACH HEAD & SILL
48" NOM. PANEL WIDTH
1081,
K x
MAX
zK
x x z
xxx:
8" MAX., TYP.
3-1/2" MAX
INTERLOCK
CENTERLINE
2.04"
4 051"
o
I
24" MAX. O.C.
8" MAX.
21"
(12)
MAX. O.C.
ANCHORS
PER
z x
JAMB
(SEE
SHEET
6 FOR
KK
CLUSTER
O.C.
SPACING)
PRODUCT REVISED
x z as complying with the Florida
61. MAX. Building Code
x NOA-No. 20.0429.11
c xlx x x Expiration Date: 23/24/2025
x 24" MAX. O.C. �_ C.L. ASTRAGAL
:E CLUSTER BET., SHT. B Miami -Dade Product Central
3.5" MAX. ASTRAGAL INTERIOR
8"
O:C. CENTERLINE
0 0 0
0 0 0 0
LOCATED BELOW
CENTER OF PANEL EXTERIOR
145-5/16" MAX.
ANCHORAGE REQUIREMENTS NOTES:
1. APPROVED ANCHOR TYPES: SEE TABLE A, SHEET 1.
2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLE 1 ON SHEET 4:
.�` pNY..Y`JN
HEAD & SILL ................ 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION, `� ���•'' LICENSE M/�`
PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED). �•: ;C�
ADDITIONAL ANCHORS 24" MAX. ON CENTER. * No. 55705
SEE EXAMPLE ANCHORAGE PLANS ABOVE AND EXAMPLE CLUSTERS AT ASTRAGAL / INTERLOCKS ON SHEET B.
JAMBS ......................... 6" MAX FROM BOTTOM AND 21" MAX. O.C. YDRIVEo."c." '�O srar z 0:;
UTILIZING JAMB ANCHOR QUANTITIES FROM t� PLaws ANCHORAGE SPACING & EXAMPLE PLANS ' �6` ' .F�oRiOa.• ' ��
TABLE ON SHEET 4. ry V48I%-lW0
xwxRT '0 wXrnK '.ONAL SN\`�
rix oartrrzo H NO CHANGES THIS SHEET +T SERIES 770 H.P. ALUMINUM SGD - SMI '� 01 i i 1 1 i i � `'
owner. ore oxKro aYx: °a1z HiiO �°- A'K A. LYNN MILLER. P.E.
SM 0�5+09 RN SGD7MH.P. NTS $ d i0 MM005 H P.E.X 587 is
NOTES:
1. ALL DIMENSIONS SHOWN ARE BASED ON
MINIMUM ALLOWED.
2. METAL SUBSTRATES SIMILAR TO WOOD
SUBSTRATES AS SHOWN.
• DIAGONAL, O.C. DIMENSION IS 4.051" IN THE
HEAD & SILL, 6" IN THE JAMB.
2 1/16" •::�T 2x WOOD BUCK TYP.,
EDGE DIST., SEE ANCHOR NOTE
�SESH ET TABLE 3, SHEET
E�
1/4'
MAX.
SHIM
INT.
T' CENTERLINE
4.051" 3.5"
3.5" 1- -.
2."'
4.051"
EMBED., SEE 5 ANCHOR CLUSTER - C5
TABLE A, SHEET 1
IMBED., SEE TABLE A, SHEET 1 -►I 1�-
1/4" MAX. SHIM -�{ 4 L: EDGE DIST.,
LWOOD ANCHOR TYR, SEE 1, WOOD SEE TABLE A
ANCHOR NOTE 2, SHEET 1 BUCKTYP., SHEET 1
DETAIL A, 2-TRACK W/ SCREEN FRAME HEAD SEE ANCHOR
WOOD INSTALLATION NOTE 3, SHEET 1
CONCRETE
ANCHOR TYR,
EDGE DIST.. SEEANCHOR
SEE TABLE A 2 1
INT. INTERLOCK
CENTERLINE
T' T'
3.5"
1.75"
4.051" 2.04"
3.5" T'
2-TRACK. ASTRAGAL ! INTERLOCK
6 ANCHOR CLUSTER - C6
ASTRAGAL OR
INT.
—
INTERLOCK
CENTERLINE
1.75"
3.5"
7"
2.04"
4.051"
2-TRACK, ASTRAGAL INTERLOCK
8 ANCHOR CLUSTER - C8
2.06"
ASTRAGAL OR
INT.
—
INTERLOCK
CENTERLINE
T'
3.5"
2.04"
4.051"
NOTE 1, SHEET 1 i 2-TRACK, ASTRAGAL / INTERLOCK
SHEET1 ��
CONCRETE 7 ANCHOR CLUSTER - C7
EXTEDGE DIST.,
EXT. EMBED., SEE . DETAIL D. 2-TRACK FRAME JAMB SEE TABLE A
ABLE SHEET 1 CONCRETE INSTALLATION SHEET 1 2-1/16"
2x WOOD BUCK TYR, SEE IxWOOD
-
MAAX.X. ANCHOR NOTE 3, SHEET 1 BUCK TYP.,.
SHIM WOOD ANCHOR TYR, SEE SEE ANCHOR �.
ANCHOR NOTE 2, SHEET 1 a EXTERIOR INTERIOR F> NOTE 3, SHEET 1
DETAIL B, 2-TRACK FRAME HEAD (ALL VERT. SECTIONS) 1/4"
WOOD INSTALLATION MAX' EMBED., SEE
TABLE A, SHEET 1 SHIM
5.64"
6"
MIN.
DIAG.
O.C.
PRODUCT REVISED
EMBED., as complying with the Florida
SEE Building Code
NOA-No. 20-0429.11
TABLE A, Expiration Date: 03/24/2025
SHEET 1
By' 112-1-L-4411L
Miami -Dade Product Control
WOOD ANCHOR TYP., SEE 114" MAX. SHIM
EDGE DIST., ONCRETE ANCHOR TYR,
ANCHOR NOTE 2, SHEET 1
SEE TABLE A SEE ANCHOR NOTE 1, SHEET 1
SHEET 1 DETAIL F. 2-TRACK FRAME HEAD
2x WOOD BUCK TYR, SEE
CONCRETE INSTALLATION
t
1/4" MAX.
ANCHOR NOTE 3, SHEET i�al
(SEE ANCHOR
EMBED., SEE
1/4" MAX, 2-1116"'
NOTE 5, SHEET 1)
TABLE A, SHEET 1
2-1116"' (SEE ANCHOR GROUT AS REQ.
WOODANCHOR
NOTE5,SHEET1)
CONCRETE
EXT,
TYP., SEE ANCHOR
NOTE 2, SHEET 1
EXT.
2x WOOD BUCK TYR, SEE
.;%' J
EMBED., SEE
2-1/16"+
EDGE DIST., EXT.
ANCHOR NOTE 3, SHEET 1 '
TABLE A, SHEET 1
SEE TABLE A DETAIL E, 2-TRACK FRAME JAMB CONCRETE ANCHOR TYP., . '.
SHEET 1 EDGE DIST.iI
DETAIL C, 2-TRACK FRAME SILL WOOD INSTALLATION SEE ANCHOR NOTE 1, SHEET 1 SEE TABLE
I --
WOOD INSTALLATION
DETAIL G.2-TRACK FRAME SILL A SHEET 1
I JR 1 012120 1 H I NO CHANGES THIS SHEET. I
(811)480.1600
REGISIRATIONR18YS5
n.r. ^t.wnllvum avu - aryu
— 0. ft
NiTS 1 6 1 10 PGT0005
No. 58705
'9 46
STATTEE F ,.' jv`
C� '4ORI0i;..••' N
s
''III 'j�IVAL 0,.
A LYNN MILLER, P.E.
REJ 58705
PANEL LETTER
SINGLE
K
ALIt,,,
LOMnW
q�
INTERLOCK
LOCCS7IGE
p
LOCKSRLE
S�
INTERLOCK
MLocKsnLE
SINGLE
LS511GLE
ASTRAGAL
a m
mnauOCK
our
LRASMa4L
SINGLE
OUT
lmnsu CK
9"mm
NASTRAGAL
SINGLE
fflm"m
1114
INTERLOCK
CSINGLE
❑ ASTRAGAL
IIYTERL=
IN
SINGLE
FIXED
P
INTERLOCK
LOCKSTME
R
FIXED
SINGLE
LOCKSTRE
INTERLOCK
TASTRAGAL
FAW
mmom
OUT
LOCKST7LE
ASTRAGAL ❑
FAW
T(
Af
LOCKSTTLE
SFDCED
ASTRAGAL
lernroirO
LIXK4flLE
our
SFAW
ASTRAGAL
le X10S
_
LOC "L.E
IN
NOTE:
REINFORCEMENT (ITEM 966) REQUIRED AT ALL INTERLOCKS
4 INTERIOR
(ALL PANEL TYPES)
15 EXTERIOR
D.L.O. WIDTH = NOM. PANEL WIDTH -7"
D.L.O. HEIGHT= DOOR UNIT HEIGHT - 10.125'
PANEL HEIGHT= DOOR UNIT HEIGHT - 1.866'
NO CHANGES THIS
JAMB DETAIL'K' OR'U.
SHT. 8 & ANCHOR
DETAILS'D' &'E', SHT. 6 INTERLOCK DETAIL V,
SHT. 8
ASTRAGAL DETAIL'W, SHT. 8 HEADER DETAIL T, SHT. 8
EXTERIOR &ANCHOR DETAILS'A', W
&'F, SHT. 6
191 12" MAX. UNIT WIDTH
41" MAX. NOMINAL
D.L.O. PANEL
WIDTH �rWIDTH
97 7/8"
MAX.1081,
MAX.
DOOR
HT. HT. UNIT
TYP. TYR
U I
SEE FRAME & OXXO (2 TRACK) SILL DETAIL'H', SHT. 8 &
PANEL CORNER ANCHOR DETAILS'C' &
CONSTRUCTION 'G', SHT. 6
DETAILS BELOW
SILICONE
BY OTHERS
#8 X 1"
PH SMS
#10 X 1.50".
PH SMS
PANEL CORNER FRAME CORNER
DETAIL DETAIL
NOTES:
1. SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX NOMINAL
PANEL WIDTH = 48". SEE SHT. 8 FOR SECTION DETAILS AND SHTS. 4-6 FOR
ANCHORAGE DETAILS.
2. MAX. DLO WIDTH =41"; MAX. DLO HEIGHT= 97 7/8", MAX PANEL HEIGHT = 1061/8".
3. (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER
(ITEM 103) AT FRAME JAMB OR ASTRAGAL
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
REINF.
NF.
LT
(941)480.15K#
RE{iIS WTRWJf78375
) H.P. ALUMINUM SGD - SMI
ere oreore
NTS 7 1 d 10 PGT0005
NOTE:
1. MAXIMUM NOMINAL
PANEL WIDTH FOR ALL
PANEL CONFIGURATIONS
EQUALS 48"
PRODUCT REVISED
as complying with the Florida
Building Coda
NOA-No. 26.0429.11
Expiration Date: 03124/2025
By: — I si. 7 1.
Mlaml-Dade Product Control
:����''Ltf.ENSF •-����
�. No. 58705
0 . Cc
6TA7E
O.A •�_` `
A LYNN MILLER, P.E.
P.E.#58705
62 111 63 61 66
65
w113
ALL REINFORCED INTERLOCK
DETAIL U
2
112
45
52 51
53
DETAIL'N' SCREEN
AT HEAD
(2-TRACK SHOWN)
SILL RISERS OPTIONS
(SEE D.P. LIMIT TABLE 1A, SHEET4
SEE SHEET 6 FOR FOR
INSTALLATION DETAILS)
19
EXT.
1.56T'
FLUSH BOX SILL RISER
(NOT VALID FOR WATER
INFILTRATION RESISTANCE)
18
EXT.
1.56T'
FLUSH FLAT SILL RISER
(NOT VALID FOR WATER
INFILTRATION RESISTANCE)
DETAIL'O' SCREEN
ATSILL
(2-TRACK SHOWN)
LOW BOX SILL RISER
(2-1/2")
20
EXT. 2.555"
—L
LOW FLAT SILL RISER
(2-1/2.1
PART ILLUSTRATIONS
(SEE SHEET 6 FOR FOR INSTALLATION DETAILS)
#10 X 3/a• ]P�@0F.IAMBFULL LENGTH
SMS,X3
6",
OPTIONAL CLIP
W/ RETAINER #123
(FIXED PANEL)
RIOR INTERIOR
(ALL VERT. SECTIONS)
23
EXT. 1414
3.305"
MEDIUM BOX SILL RISER
(3-1/4')
22
EXT. 3.305.
MEDIUM FLAT SILL RISER
I JR 1 032120 1 H I NO CHANGES THIS SHEET. I
(3-1/4")
iD 15
112
52 40
53 51
DETAIL'P' SCREEN
AT JAMB
(2-TRACK SHOWN)
24
4 065"
EXT. 141=4 1
HIGH BOX SILL RISER
25 (4")
4.055'
EXT, �4j
HIGH FLAT SILL RISER
(4")
DETAIL'L'
MAX. 108" 97 7/8"
DOOR UNIT um.
HEIGHT DLO
TYR
4 INTERIOR
(ALL HORIZ SECTIONS)
15 EXTERIOR
DETAIL T
DETAIL'H'
k � VERTICAL & HORIZONTAL SECTION DE
(MI)480.1600 —
REG/3TR4V N1A2SM SERIES 770 H.P. ALUMINUM SGD - SMI
® NTS 1 B d 10 0. ro PGT0005
ASTRAGAL
DETAIL'M'
PRODUCT REVISED
Be d,.g n w the Florida
Buliding Code
NOA-No. 20-0429.11
Expiration Date: 03124/2025
Miami -Dad. Product Control
LYNN ''..
e��.•'�JCENSF'•. CIF
No.58705
j
oM. F�• �,;
''SS 'ONA11L! 1ENG `•
A LYNN {u(ILCER P.E.
P.E# 58705
I
Itern
PG #
PGT#
Description
1
17306
617306
2-TRACK HEAD
2
17303
617303
2-TRACK HEAD WITH SCREEN RAIL
5
17314
617314
FRAME SCREW COVER
6
17317
617317
FRAME HEAD/JAMBADD-ON
7
17304
617304
2-TRACK SILL
8
17301
617301
2-TRACK SILL WITH SCREEN RAIL
11
17313
617313
FRAME SILL TRACK INSERT
14
17305
617305
2-TRACKJAMB
15
17302
617302
2-TRACK JAMB WITH SCREEN RAIL
18
17322
617322
SILL RISER
19
17319
617319
SILLRISER-HOLLOW
20
17321
617321
SILL RISER -LOW FLAT
21
1 17318
617318
SILLRISER-LOW HOLLOW
22
17355
617365
SILLRISER-MEOFLAT
23
17354
617354
SILLRISER-MEDHOLLOW
24
17320
617320
SILL RISER HIGH HOLLOW
25
17323
617323
SILL RISER HIGH FLAT
ITEMS 4053 ARE SCREEN PARTS:
40
4319
612258
SCREEN SIDE RAIL - LOCKSTILE
41
7LOCKWGSK
SCREEN LOCKSET
42
41818
SCREEN KEEPER SPACER SET
43
6152
68152
SCREEN INTERLOCK ADAPTER
44
4428
64428
SCREEN DOUBLE INTERLOCK
45
4317
5122:56
SCREEN TOP RAIL
46
4318
612257
SCREEN BOTTOM RAIL
47
668
7SRAZ
STANDARD ROLLER
48
668
7SRAX
STANDARD ROLLER -ST. STL
49
4344
64344
SCREEN ASTRAGAL
50
17349
617349
OXO SCREEN ASTRAGAL ADAPTER
51
1692
61692
SCREEN SPLINE-.165'
52
1694
61694
SCREEN SPLINE-.150"
53
61816C20
SCREEN CLOTH
54
1725
1/2" X 4" X 1116" SETTING BLOCK
55
1726
1" X V X V16' SETTING BLOCK
61
17326
517326
PANEL STILE (HEAVY DUTY)
62
17327
617327
INTERLOCK ADAPTOR
63
1225
GTP248
VINYL BULB WSTP. - THIN ONSIDE INTERLOCK)
64
1729
71729
SILL END WEATHERSTRIP PAD
65
17328
617328
INTERLOCK SCREW COVER
66
17346
617346
INTERLOCK ALUM REINF. (PANEL - 9")
NOTES:
1) ALL ALUMINUM = 6063-T6
2) ITEMS # 3, 4, 9-10, 12, 13, 16, 17, 26-39, 60, 67, 78, 84-99 & 118-122 ARE NOT
USED AND ARE NOT PART OF THIS APPROVAL.
Item
PGT Dw #
9•
PGT#
Description
68
17339
1 617339
HEAVY DUTY ASTRAGAL
69
17324
617324
TOP & BOTTOM RAIL
70
17350
417350
WEATHERSTRIP EXTENSION (INJECTION MOLDED)
71
1695
71695
1-1I2" X 1" X 3/4' HIGH FIN SEAL DUSTPLUGS
72
8153
78153X
TANDEM ST. STL ROLLER ASSY.
73
8153
78153N
TANDEM NYLON ROLLER ASSY.
74
SILICONE
DOW-791. 899. 983, 995 OR GE-7700
75
8185
78185X
GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE
76
71032X1FPFX
#1032 X 1" FL S.S. SCREW W/ TYPE "F" TIP
77
7103239
1032 STEEL ZINC U•NUT
79
17330
617357
1" IG BEAD
80
17359
617359
7116" BEAD / FIXED PANEL CLIP
81
17360
617360
9/16' BEAD
82
1224
6TP247K
VINYL BULB WEATHERSTRIP
83
61745
1745
LOWE INC, 1/2" X 1/16" SGL SIDE ADH. TAPE, POLYETH.
100
8052
48052
ROLLER ADJ. HOLE PLUG
101
72087
JAMB BUMPER
102
1696
71696
DUSTPLUG
103
8186
78186X
1" KEEPER
104
653
7SDKEEP
SCREEN LOCK KEEPER
105
17344
617344
FOXED PANEL CUP - 6" LONG
106
17345
617345
EXTERIOR FIXED PANEL RETAINER- 9116"
107
1739
71739
HANDLE KIT- INTERIOR RAISED WITH THUMB TURN
108
1740
71740
HANDLE KIT- RAISED EXTERIOR HANDLE
109
1731
78162SN
HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN
110
1732
78178
HANDLE KIT- RECESSED EXTERIOR PULL
ill
71OX34PPSDAX
#10 X314" PH. PN. TEK -B.S.
112
1235
67S16
WSTP, 270" X .170" - FIN SEAL
113
1712
64066
.187' X.230" FINSEAL
114
71OX115PPX
#10 X 1-1/2"
115
710XPPT
#tOX1"
116
720XIX
#14-20 X 1" S.S.
117
720X112X
#14-20 X 1.5" S.S.
123
617352
617352
FOXED PANEL RETAINER 718"
TGFI F l-
Material
Min. F,
Min. F„
#12 Steel Screw
92 ksi
120 ksl
912 18-8 Screw
60 ksi
95 ksi
#12 410 Screw
90 ksl
110 ksi
l/4" DeWalt/EIco AggreGalor®
57 ksi
96 ksi
1/4" Elw UltreConO
155 ksl
177 ksi
1/4" DeWak UltraCon+Q
148 ksi
164 ksi
1/4" 410 SS DeWaIVEIco CreteFlex®
127.4 ksi
189.7 ksi
6068-T5 Aluminum
16 ksi
22 ksi
A36 Steel
36 ksi
58 ksi
Gr. 33 Steel Stud
33 ksi
2 i ksi
(941)180.1e00
Rt3aISTRA770N/28019
SGD-SMI
NTS 1 9 - 10 1 PGTW05
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.11
Expiration Date- 03124/2025
Miami -Dade Product Control
,.ii\1l tll l//
. No. 58705�1 nn
MATE 0
PzoP..IOI'.
10NALIEG�
A. LYNN MILLER, P.E.
P,E.058705
1.303"
0.71 B"
0.325"
0.062" 0.D62"
0264°
INTERLOCK SCREW COVER FRAME SCREW COVER
(65) MATL:6063-T6 (6) MATL:6063-T6
�I 1.050" 1.050"
1.050" 1.003"
0.052' 0.611" 0.534"
0.062- 0.290^
FIXED PANELL CLIP/ 1 �5^ 0.050" �0.75T' -�j 1.36'
GLAZING BEAD BEAD (71161 GLAZING BEAD BEAD (9/161 GLAZING BEAD (1" I.G.1 FIXED PANEL CLIP i
(80) MATL:6063-T6 (81) MATL:6063-T6 (79) MATL: 6063-T6 (105)MATL:6063T6 0.081"
0.062" I1.304" 1.211"
0.081"
2-TRACK HEAD % SCREEN TRACK
4.49" 0.062"
ff
"
1.162" 1.888"
1.505"
n "nn rn , enco re 0202"
TOP/BOTTOM BOTTOM RAIL
(69) MATL: 6063-T6
F7:-: 4"
0.133" 1 6"
1�- 3.125"
HEAVY DUTY STILE
(61) MATL: 6063-TS
0.281" �4
HEAVY DUTY ASTRAGAL
(68) MATL: 6063-T6
�1,654"
4.211"0.080- �L J 1.2
i08'r
2-TRACK HEAD 0250'
(1) MATL: 6063-T6 REINFORCEMENT
0.759' (66) MATL: 6063-T6
0.759' (PANEL LENGTH - 9")
)62"
0.062"
4.055"
uu] -
HIGH BOX SILL RISER
(24) MATL: 6063-T6
0321/20
0.750"
0.062"'
3.305"
2.555" 0,
MEDIUM BOX SILL RISER LOW BOX SILL RISER
(23) MATL: 6063-T6 (21) MATL: 6063-T6
WIEN
2-TRACK SILL
(7) MATL: 6063-T6
5.0E
1.739"
INTERLOCK ADAPTER
(62) MATL: 6063-T6
6.221"
1.505"
FLUSH FLAT SILL RISER
08) MATL: 6063-T6
{ 1.872" 0.080"
2-TRACK SILL W/ SCREEN TRACK
(8) MAT'L: 6D63-T6
2-TRACK JAMB
(14)MATL: 6063-T6
0.062"
1.019" - 0.83" 1 _j L _J.
SCREEN STILEI 0.752" ,,,,�{{{I��������1��0.709" j� ���� 0.709"
(40) MATL: 6063-T6 0.080" J I IT 0.080" 0 8
- r --• 1.045" 0.080"
0
FLUSH
I
��� 1110.863
I
hhh---
I1
I►- 0.55
SILL TRACK
01) MATL: 6063-T6
FIXED PANEL
FIXED PANEL
1.993" 0.062"
RETAINER, 7/8"
RETAINER. 9116'
0.876
(123) MATL: 6063-T6
(106) MATL 6063-T6
SCREEN TOP RAIL
(45) MATL: 6063-TB 1 993"
0.232"
L
0.062"
SCREEN BTM. RAIL
0.232"
(46) MATL: 6063-T6
0.232'
F7
0.9061,
1
3.205"
2.455"
62" -"U
1]
1.567"
0.062" -�ii+-11.
0.062" �•il-�
0.062" --li�-
BOX SILL
RISER
LOW FLAT
SILL RISER
MED. FLAT
SILL RISER
HIGH FLAT SILL
RISER
09) MATL: 6063-T6 (20) MATL: 6063-T6
(22) MATL: 6063-T6
(25) MATL• 6063-T6
M MOW=FL tJ( I tcubluNS
irEr i mA7rawea SERIES 770 H.P. ALUMINUM SGD
10 d 10 1 MT0005
2-TRACK JAMS W/
SCREEN TRACK
(15) MATL: 6063-T6
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0429.11
Expiration Date: 03/24/2025
Miami -Dade Prodact Control
y} ; No. 58705
0 -
;O� S ATE O : (V�\
;51''0r,,N .L
A. LYf 1kidL�kOkE,
PEN 58705