HomeMy WebLinkAboutNOA; Large & Small Missile Impact ResistantMIAMI-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.mianiidade.eov/economy
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 "FD-5555" Outswing PVC French Door w/ & w/o Sidelite and Transom - L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-555.1 Rev D, titled "Vinyl French Door and SLT/ TR",
sheets I through 12 of 12, dated 05/07/13 and last revised on 04/20/20, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
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 Miatni-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 18-1108.03 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4,
E-5 and 6, as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P. E.
NOA No. 20-0427.05
Expiration Date: January 23, 2024
Approval Date: September 03, 2020
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
Evidence submitted under previous NOA
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 13-0815.03)
2. Drawing No. MD-555.1, titled "Vinyl French Door and SLT/TR", sheets 1 through 12
of 12, dated 05/07/13, with revision C dated 04/10/17, 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
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a Series FD-5570/FD-
2770 PVC double entrance outswing doors, prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL-8717, dated 11/16/15, signed and sealed by
Idalmis Ortega, P.E.
(Submitted under previous NOA No. 16-0126.04)
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
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a Series FD-5555/FD-
7700 PVC double entrance outswing doors, prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL-8716, dated 11/12/15, signed and sealed by
Idalmis Ortega, P.E.
(Submitted under previous NOA No. 16-0126.04)
3. 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 a Series FD-5555/FD-
7700 PVC fixed sidelite, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-8715, dated 11105115, signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No. 16-0126.04)
15�G7 I. L4,q,,a,
Ishaq 1. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 18-1108.03
Expiration Date: January 23, 2024
Approval Date: September 03, 2020
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. 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
along with marked -up drawings and installation diagram of an outswing PVC French
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7370,
dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E.
(Submitted under NOA No. 13-0815.03)
5. 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 outswing Rigid PVC
French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7371, dated 05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E.
(Submitted under NOA No. 13-0815.03)
6. 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
along with marked -up drawings and installation diagram of a PVC fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7338, dated
05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E.
(Submitted under NOA No. 13-0815.03)
7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a Rigid PVC fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7339, dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E.
(Submitted tinder NOA No. 13-0815.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-0409.03)
2. Glazing complies with ASTM E1300-09.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER
5t,7 1 • L41na,.
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0427.05
Expiration Date: January 23, 2024
Approval Date: September 03, 2020
E - 2
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.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15,
expiring on 07/04/18
3. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusions Limited for their
"White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14,
expiring on 09/30/19.
(Submitted under NOA No. 15-0409.03)
4. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusions Limited for their
"Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions
for Windows and Doors", dated 11/06/14, expiring on 09/30/19.
(Submitted tinder NOA No. 15-0409.03)
5. Notice of Acceptance No. 13-1121.01 issued to Vision Extrusions Limited for their
series "VE 2000 Tan 202 and lighter shades (Non —White) Rigid Cellular PVC
Exterior Extrusions for Windows and Doors" dated 01/23/14, expiring on 01/23/19.
(Submitted under NOA No. 15-0409.03)
6. Notice of Acceptance No. 13-1121.02 issued to Vision Extrusions Limited for their
series "White Rigid Cellular PVC Exterior Extrusions for Windows and Doors"
dated 01/23/14, expiring on 01/23/19.
(Submitted tinder NOA No. 15-0409.03)
7. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusions Limited for their
series "VE 1000 Tan 202 (Non -White) Rigid PVC Exterior Extrusions for
Windows and Doors" dated 12/29/11, expiring on 12/29/16.
(Submitted under previous NOA No. 15-0409.03)
8. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal
Conductivity 0.881 BTU -in/ hr.-ft2-°F, ASTM F 1249 WVTR-Pass, ASTM D3985
Oxygen —Pass, ASTM E 2190 I.G. Durability -No Fog -Pass.
(Submitted under NOA No. 13-0815.03)
9. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU -
in/ hr. -ft2-°F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Penmeance-Pass,
ASTM E 2189 I.G. Durability -No Fog, ASTM E 546 Dew Point Development -20°F
in 48 hrs.(Subtnitted under NOA No. 13-0815.03)
10. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13.
(Submitted under NOA No. 13-0815.03)
11. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC)
Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior
Profile Certification Program. (Submitted tinder NOA No. 13-081 s ns►
St,7 I. z4q,, ,
Ishaq 1. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0427.05
Expiration Date: January 23, 2024
Approval Date: September 03, 2020
E - 3
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5"' Edition (2014) and FBC 6"'
Edition (2017), dated 08/16/17, issued by manufacturer, signed and sealed by A. Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 04/28/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Laboratory compliance letter for Test Reports No. FTL-7370, FTL-7371, FTL-7338
and FTL-7339, all issued by Fenestration Testing Laboratory, Inc., dated 05/23/13 and
05/25/13, all signed and sealed by Jorge A. Naya, Jr., P.E.
(Submitted under NOA No. 13-0815.03)
G. OTHERS
1. Notice of Acceptance No. 17-0504.05, issued to PGT Industries, Inc. for their Series
"FD-5555" Outswing PVC French Door w/ & w/o Sidelite and Transom - L.M.I., approved
on 1,2/14/17 and expiring on 01/23/19.
2. New Evidence Submitted
A. DRAWINGS
1. Drawing No. MD-555.1 Rev D, titled "Vinyl French Door and SLT/ TR", sheets I
through 12 of 12, dated 05/07/13 and last revised on 04/20/20, 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) Unifor n Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per ASTM F588 and TAS 202-94
along with marked -up drawings and installation diagram of all PGT Industries, Inc.
representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones,
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 and -16.
Ishaq 1. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0427.05
Expiration Date: January 23, 2024
Approval Date: September 03, 2020
E-4
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 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. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23.
3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their
"Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions
for Windows and Doors", expiring on 09/30/24.
4. Notice of Acceptance No. 18-1106.11 issued to Vision Extrusions Limited for their
series "VE 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC
Exterior Extrusions for Windows and Doors", expiring on 12/29/21.
5. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal
Conductivity 0.881 BTU -in/ hr. -ftz-°F, ASTM F 1249 WVTR-Pass, ASTM D3985
Oxygen -Pass, ASTM E 2190 I.G. Durability -No Fog -Pass.
(Submitted under previous NOA No. 15-0409.05)
6. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU -
in/ hr. -ft2-°F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Penneance-Pass,
ASTM E 2189 I.G. Durability -No Fog, ASTM E 546 Dew Point Development -20°F
in 48 hrs.(Submitted under NOA No. 15-0409.05).
7. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13, Voluntary
Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision
Extrusions, Ltd.-VEX-1 'by AAMA Fenestration Exterior Profile Certification
Program. (Submitted under NOA No. 15-0409.05)
8. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13.
(Submitted under NOA No. 15-0409.05)
9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC)
Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior
Profile Certification Program.
10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA,
Inc. for their "Tan 3040 & light shade (non -white) White Rigid PVC Exterior
Extrusions for Windows and Doors", expiring on 02/04/21.
11. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA,
Inc. for their "Tan 3040 & light shade (non -white) White Rigid PVC Exterior
Extrusions for Windows and Doors", expiring on 02/04/21.
12. Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Solution, USA,
Inc, for their series "White Rigid PVC Exterior Extrusions for Windows and
Doors", expiring on 02/28/23.
13. Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solution, USA,
Inc. for their "Bronze & light shade cap coated White Rigid PVC Exterior
Extrusions for Windows and Doors", expiring on 04/16/25.
lshaq 1. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0427.05
Expiration Date: January 23, 2024
Approval Date: September 03, 2020
E - 5
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of confonnance to FBC 7"' Edition (2020), dated 04/20/20, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest and of independent, issued by manufacturer,
dated 04/18/20, signed and sealed by Anthony Lynn Miller, P.E.
3. Letter of lab compliance, part of the above test reports.
G. OTHERS
1. This NOA revises NOA# 18-1108.03 and updates to FBC 2020 (7" Edition), expiring
01/23/24.
2. RER Test proposals #19-1155 dated 01 /10/20 approved by Ishaq I. Chanda, P.E.
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 20-0427.05
Expiration Date: January 23, 2024
Approval Date: September 03, 2020
E - 6
SERIES FD-5555,
IMPACT -RESISTANT, VINYL, REINFORCED, OUTSWING
FRENCH DOOR & SIDELITE/TRANSOM (SLT/TR)
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE
HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED
FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS (CMU'S) OF NORMAL WEIGHTAND OF
COMPRESSIVE STRENGTH OF MIN. 1.9 KSI AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE.
4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-1/2" THICKARE TO BE
CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED
AS 2X ARE 1-1/2"THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUTAT 3A KSI MIN. PER ASTM
Cl107. (DONE BY OTHERS). MAX. 114" SHIM SPACE FOR GROUT WHICH 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, 30# FELT PAPER OR MASTIC IS
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH
THE FBC.
6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO
ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1. THIS SHEET . NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.
EXTERIOR INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS.
7) MAX. 1/4' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS
CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED
ON THEM BY THE DOOR, SIDELITE OR TRANSOM.
8) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El 300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM
E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
9) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN
PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS
USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL
MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (INCLUDING ADOPTED STANDARDS) FOR CORROSION RESISTANCE.
10) ALL RIGID PVC AND RIGID CELLULAR PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSIONS,
LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS.
11) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE.
12)REFERENCES:
TEST REPORTS: FTL-7339, 7371. 8715. 9716 & 6717
NOA'S: ELCO ULTRACON. DEWALT ULTRACON+, DEWALT CRETEFLEX & DEWALTAGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION
SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC
NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA
13) THE 5555 SERIES IS ALSO KNOWN AS THE 555 SERIES.
GUIDE TO SHEETS:
GENERAL NOTES ........................... 1
ELEVATIONS
2
...................................
GLAZING DETAILS .........................
3
CODES / STANDARDS USED:
DESIGN PRESSURES .....................
4-5
2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION
ANCHORS ........................................
4.6
2017 FLORIDA BUILDING.CODE (FBC), 6TH EDITION
INSTALLATION ...............................
7-9
• ASTM E1300-09
EXTRUSION PROFILES ..................
10
ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION
PARTS LIST ....................................
11-12
ALUMINUM DESIGN MANUAL, ADM-2015
CORNER DETAILS ..........................
11
• AISI S100-16
HARDWARE DETAILS........ .............
12
• AISC 360-16
DESIGN PRESSURE RATING IMPACT RATING
VARIES, RATED FOR LARGE & SMALL
SEE SHEETS 4 & 5 MISSILE IMPACT RESISTANCE
Group
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment
3/16' Ultracon
Concrete (min. 2.65 ksi)
1"
13/8"
Ungmuted CMU, (ASTM C-90)
1"
1-114"
A
3116" Ultmcon+
Concrete (min. 3 ksi)
1-1/8"
la,l'
Ungmuted CMU, (ASTM C-90)
1"
1-114"
i#10 Steel SMS
#10 113E S.S. SMS 0S.S. SMMSS
P.T. Southern Pine (SG=0.55)
UT
1-3/8"
Aluminum, 6063-75'
pie-
0.063'
Steel, A36•
-5116"
0.063-
Steel Stud, A653 Gr. 33•
5116"
0.063'
B
3116` Ultracon
P.T. Southern Pine (SG=0.55)
1/2"
13/e"
Grouted CMU, (ASTM C-90)
2-1/2'
2-1/4"
Concrete (min. 2.65 ksi)
1•
1318"
3/16" Ultracon+
P.T. Southern Pine (SG=0.55)
1/2"
1-3/9'
Ungrouted CMU, (ASTM G90)
2-1/2'
1-114"
Concrete (min. 3 ksi)
1-118,
1-3/4"
1/4" Ultracon
Ungrouted CMU, (ASTM C-90)
2-112`
1-1/4"
1/4' Ultmcon+
Ungrouted CMU, (ASTM C-90)
1-1116"
1-1/4'
#12 Steel SMS (G5)
#12 410 S.S. SMS
#12 16E S.S. SMS
P.T. Southern Pine (SG=0.55)
9/16"
1-318"
Aluminum, 6063-T5'
3/8'
0.071"
Steel, A36' _
3/8`
0.071' -
Steel Stud, A653 Gr. 33'
318"
0.071" (14 Ga)
1/4" Ultracon
P.T. Southern Pine (SG=0.55)
1"
13/8'
Grouted CMU, (ASTM C-90)
2-1/2'
1-3/4'
Concrete (min. 2.85 ksi)
1"
13/8'
C
114" Ultmcon+
P.T. Southern Pine(SG=0.55)
1"
13/8'
Grouted CMU, (ASTM C-90)
1-118"
13/4'
Concrete (min. 3 ksi)
1-1/4"
13/8'
114' 410 S.S. Crete Flex
Concrete (min. 3.35 ksi)
1"
1314"
Ungrouted CMU, (ASTM C-90)
2-1/2'
1-1/4'
114' 1" S.S. Aggre3;ator
P.T. Southern Pine (SG=0.55)
1"
1318"
Concrete (min. 3.27 ksi)
1-112"
13/8'
Ungmuted CMU, (ASTM C-90)
4"
1-1/4"
114" Ultracon
Concrete (min. 2.85 ksi)
2-1/2'
1-3/8'
D
1/4" Ultmcon+
Concrete (min. 3 ksi)
2-1/2"
1-310"
111410 S.S. CreteFlex
Concrete (min. 3.35 ksi)
2-1/2"
1 1-3/4"
1) - MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
2) UNGROUTED CMU VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
3) ANY ANCHOR FROM THE ABOVE TABLE IS ACCEPTABLE TO BE USED ALONG A DOOR JAMB.
REGARDLESS OF ANCHOR GROUP CHOSEN.
4) SEE ANCHORISUBSTRATE MATERIAL PROPERTIES ON SHEET 11 FOR Fy & Fu.
Type
#
Description
Where Used:
1
13/16" Lemi. IG (1/8' T - 11/16" Air - VS" ANN -.090' PVB - 118' ANN)
Door
2
1-3/16"Lami. IG(3116"T-518"Air-118"ANN-.090'PVB-118'ANN)
Door
3
1-3/16-L.amr13(118"T-9/16'An-3116"ANN-.09(rSG-3116"ANN)
Sidelite/Tmnsom
4
13116' Leml. 13 (3/16" T - 1/2' Air-3116" ANN -.09D' SG - 3116" ANN)
Sidelite/Transom
5
1-3/i6"Lamy. 13(1/6'T-9116"Air-3/16"ANN-.090'PVB-3116"ANN)
Sidelile/Tmnsom
6
13/16" Lami. IG (3/16" T - 1/2" Air-3116" ANN - 090' PVB - 3116" ANN)
SidelitelTramom
7
7/16" Lami. (3/16" ANN -.09D' PVB -3/16" ANN)
I Door/Side)delTransom
"ANN" = ANNEALED
'T = TEMPERED
"PVB" = .090" TROSIFOL® PVB INTERLAYER BY KURARAY AMERICA, INC.
"SG" = .090• SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC.
SEE SHEET 3 FOR SPACER INFORMATION.
PRODUCT REVISED
as complying with the Florida
Building Code
Now -No. 20-0427.05
Expiration Date: 0112312024
By. I ", 1 1:4-
Miaml-0ade Product Control
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N REVISED ANCHOR TYPE TABLE.
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SEE SIZE RANGES FROM
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171"
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OR WIDTH
EXAMPLE CONFIGURATIONS
40"
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TYP. MAX.
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96" MAX.
VERTICAL
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RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES)
NOTES:
1) SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED.
2) MULLIONS SHOWN ARE STANDARD 1" FRENCH DOOR MULLIONS PER THIS NOA.
3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA.
4) FRENCH DOOR MULLION IS LIMITED TO 96" IN VERTICAL APPLICATIONS AND 4(r IN HORIZONTAL APPLICATIONS.
5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLTITR OR MULLED ASSEMBLY.
6) ADDITIONAL CONFIGURATIONS USING THE 1' FRENCH DOOR MULLION ARE POSSIBLE. USE THEABOVE DRAWINGS AS
A REFERENCE FOR SIZE LIMITATIONS.
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ON SIDELITE &
TRANSOM)
1
1' MULL
O/X WITH
HORIZONTAL
MULLION
(NARROW STILES
AND NARROW
RAILS SHOWN ON
TRANSOM)
REVISED
with the Florida
piration Date: O'1/2312024
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GLAZING DETAILS
1-3116" NOM.
STACK NEO
1.3/16" NOM.
GLASS STACK
1-3/16' NOM.
GLASSSTACK
GLASSTACK
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LAMINATEDGLASS
GLASS STACK
GLASS STACK
SILICONE
18" ANNEALED GLASS
18' ANNEALED GLASS
- 3116" ANNEALED GLASS
11/16' AIRSPACE PVB
518"AIRSPACE 9116' AIRSPACE
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STRUCTURAL
1/4" NOM.
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.090'
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POLYISOBUTYLENE
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1/8"AN EALED GLASS
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USED IN DOOR ONLY TYP. WIDE FRAME GLAZING
SILICONE
DETAIL, NARROW FRAME SIMILAR
FOAM
3/16" NOM.
WITH
1-3116" NOM.
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3116" ANNEALED GLASS 3/16" ANNEALED GLASS
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12' AIRSPACE .090' SG
9/16' AIRSPASS 090" PVB 172• AIRSPACE PVB
.090"
11B' TEMPERED GLASS
3116" TEMPERED GLASS,,311�EALED GLASS
3/16" ANNEALED GLASS 3/16' EALED GLASS
INT. GLASS
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"PVB" _ .090" TROSIFOL® PVB BY KURARAY AMERICA, INC.
"SG" = .090" SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC.
INT. GLASS
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POLYISO-VINT.GLASS
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& SIDELITEITRANSOM
REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970
PRODUCT REVISED
as comp Ing with the Florida
Building ode
NOA-No. 20-0427.05
Expiration Date:011/23/2024
Miami -Dade Product Control
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9-1/Z I 19" MAX.
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X
X 8 XX Door. Design Pressure
•1-50.0 PSF
Glass Type 1
.1.70.0 PSF
Glass Types 2 & 7
ANCHOR REQUIREMENTS
SAME AS HEAD
X_X, (USING ASTRAGAL)
SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR
MULLION INSTALLATION MULLION INSTALLATION
������
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SEE TABLE 4, - SEE MULLION CLUSTER --- SEE MULLION CLUSTER
THIS SHEET, �\ DETAIL BELOW DETAIL BELOW
FOR QUANTITY,-
SEE TABLE 1, ATTACH DOORS AND
SHEET 1 FOR SIDELITES TO THE
TYPE \`r ['JSIDELFRE
MULLION AS PER `�L
THE INSTRUCTIONOF THE INDIVIDUALDOOR OR SIDELRETABLE5: i MULLION
LENGTH IN
VERTICAL MUWONVERTICAL
DESIGN PRESSURE i i / APPLICATIONS
SEE ' +/-70.0 PSFNOTE 1
SIDELITE L DOOR
I
XX Door: Astragal Cluster Anchors Required
lID Head & Sill
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MAX. MAX. -
6 1" MULLION 1-MULLION
4"O.C. MIN. MAX.,`� 4"0C. MIN. 4"O.C. MIN. 4" 4"O.C. MIN.
1i
SEE TABLE 6, Ll
SEE TABLE 6.
THIS SHEET, i --- THISSHEET,
FOR ANCHOR , FOR ANCHOR
SIDE- SIDE- / QUANTITY, SEE SIDE-\OOR/ QUANTITY, SEE
LITE LITE i TABLE 1. SHEET LITTABLE1,SHEET
1 FOR TYPE �'' FOR TYPE
TRANSOM -TO -DOOR (X/O) OR TRANSOM-TO-SIDELITE (O/O)
MULLION
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/
- '
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PRODUCT
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M64,
X. i MULLION
APPLICATIONS
12' i ALWAYS REQUIRE
TABLE 7:
DOOR OR`
/
AX. TWO(2)ANCHORS
HORIZONTAL MUWON
-
SIDELRE
__ (TYPE A-D) AT EACH
'---_ MULLION END.
DESIGN PRESSURE
- - ---
+1.70.0 PSF
__
"40" MAX. MULLION LENGTH IN HORIZONTAL APPLICATIONS.
TRANSOMS WIDER THAN 4D" WILL REQUIRE ADDITIONAL ,
STRUCTURE OR DADE-APPROVED MULLION BETWEEN
TRANSOM AND DOOR/SIDELITE ,
Anchors Required for a Vertical Mullion leech mullion end)
Door or Sideliterrrereom Width (in)
12
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CONTAINING A
DOUBLE DOOR
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THEFRAME
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DOUBLE OR
WHEN USING
THIS TABLE.
INSTRUCTIONS:
1) DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS. SEE TABLE 1, SHEET 1, FOR
ALL APPROVED ANCHORS. FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES, ONEAT EACH
HINGE LOCATION (RECOMMENDED 910 FLATHEAD SMS OR 3116" FLATHEAD ULTRACON FOR EACH HINGE ANCHOR).
2) FOR A MULLED UNIT, DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION. FOR
EXAMPLE, ON AN "XIO" CONFIGURATION, THE DP FOR THE DOOR, THE MULLION AND THE SIDELITE MUST EACH BE
DETERMINED. THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY.
NOTES:
1) SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED.
2) MULLIONS SHOWN ARE STANDARD I" FRENCH DOOR MULLIONS.
3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA.
THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY DP.
4) FRENCH DOOR MULLIONJS LIMITED TO 96" IN VERTICAL APPLICATIONS AND 40" IN HORIZONTAL APPLICATIONS.
5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY.
6) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
I
PRODUCT -REVISED
as complying with the Florida
Building Code
NDA-No. 20-0427.05
Expiration Date: 01/23/2024
Miami -Dade Product Control
ADDED ANCHOR GROUP A TO
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EMBEDMENTAND
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SUBSTRATE, SEE
TABLE 1. SHEET 1.
1 ANCHOR PER HINGE
TO BE THROUGH
SUBSTRATE. MIN. 010
FLATHEAD SMS, SEE
TABLE 1, SHEET 1.
2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
INSTALLATION
OPTION 1
INSTALLATION ANCHORS
INTO 2X WOOD.
U EXTERIOR
ID
DETAILnAA
ALSO SEE BELOW
TYP. ANCHOR TYPE, EMBEDMENT '
AND EDGE DISTANCE PER
SUBSTRATE. SEE TABLE 1, SHEET 1.
TYP. ANCHOR TYPE, EMBEDMENT AND
AVOID INTERFERENCE WITH
EDGE DISTANCE PER SUBSTRATE, SEE
OPPOSING ANCHOR BY CHOOSING 1 B
TABLE 1, SHEET 1.
THE CORRECT LENGTH OR
TYP. ANCHOR TYPE,
STAGGERING LOCATIONS.
EMBEDMENT AND EDGE
—
1/4"
23
DISTANCE PER SUBSTRATE,
-F—EMBEDMENT
MAX
' 23
23 10
SEE TABLE 1, SHEET 1.
'
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16
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29
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26 4 72
EXTERIOR32 EXTERIOR 47 48
• �/ 1' FRENCH DOOR MULLION — 18 70 V 20 2
1 ANCHOR PER HINGE TO BE THROUGH EXTERIOR
DETAIL�A SUBSTRATE. MIN. 3116-FLATHEAD DETAILOI f 1
ALSO SEE ABOVE ULTRACON, SEE TABLE I. SHEET 1. V
INSTALLATION NOTES:
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON
ANY SIDE OF THE DOOR, SIDELTTE OR TRANSOM.
2) WOOD BUCKS DEPICTED ON THIS SHEET AS'1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO
MASONRY. 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. .
3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE FRAME OF THE DOOR, SIDELRE OR TRANSOM.
4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDEUTE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM.
TYP. ANCHOR TYPE,
EMBEDMENTAND
EDGE DISTANCE PER
SUBSTRATE, SEE
TABLE 1, SHEET 1.
DETAIL J�
DAYLITE OPENING (OLD) SIZES
WHEN USING PART # 3: (WIDE RAILS OR STILES)
X DOOR FRAME HEIGHT-12.1 = DLO HEIGHT
X DOOR FRAME WIDTH - 12.3 = DLO WIDTH
(XX DOOR FRAME HEIGHT) - 12.1 = DLO HEIGHT
(XX DOOR FRAME WIDTH / 2) -11.5 = DLO WIDTH
SLT/TR FRAME HEIGHT-12.1 = DLO HEIGHT
SLT/TR FRAME. WIDTH -12.1 = DLO WIDTH
WHEN USING PART # 4: (NARROW RAILS OR STILES)
SLT/TR FRAME HEIGHT-4.9= DLO HEIGHT
SLT/TR FRAME WIDTH - 4.9 = DLO WIDTH
PRODUCT REVISED
as complying with the Florida
Building Code
NDA-No.
20-0427.05
Expiration Date:0112312024
By:_ I. Ll,,.,.L
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NOA-No. 20-0427.05
LANDEDGE
Expiration Date: Al12312024
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MiamFDodo Product Cont�al
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A LYNN MILLER, P.E.
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P.E.N 58705
INSTALLATION OPTION 3
INSTALLATION ANCHORS THROUGH
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REQUIREMENT °
1X WOOD
BUCKSTRIP, SEE
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LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON
ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM.
2) WOOD BUCKS DEPICTED ON THIS SHEETAS -IX-. ARE
BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2'. IX
INSTALLATION
WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED
OPTION 1
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INSTALLATION ANCHORS
1-12" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE
INTO 2X WOOD.
OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS
APPROVED BY THE AUTHORITY HAVING JURISDICTION.
24
3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER
SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE
FRAME OF THE DOOR, SIDELTE OR TRANSOM.
FULL LENGTH 114" MAX. S
4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR,
SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE
2X WOOD BUCKSTRIP
SYSTEM.
OR FRAMING, SEE
NOTE 2, THIS SHEET
DETAIL J�
i1
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INSTALLATION OPTION 4
INSTALLATION ANCHORS THROUGH
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DISTANCE
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1X WOOD BUCKSTRIP, SEE
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TYP. ANCHOR
TYPE, EMBEDMENT
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DETAIL
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TRANSOM
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DISTANCE PER
ANCHORS DIRECTLY
29
SUBSTRATE,SEE
TYP, ANCHOR
INTO MASONRY.
TABLE 1, SHEET 1.
TYPE, EMBEDMENT
AND EDGE
114' MAX. SHIM OR
DISTANCE PER
1
3.4 KSI NOW SHRINK
SUBSTRATE, SEE
23
NON-METALLIC
TABLE 1, SHEET 1.
GROUT - FULL
LENGTH
EMBEDMENT
CONCRETE PER -•
EMBEDMENT
ANCHOR
REQUIREMENT
EDGE DISTANCE
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0427.05
Expiration Date:2112312024
Miami -Dade Product Control
c D) NO CHANGES THIS SHEET.
n AK-41920
4.565"
1.000°
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4.922"
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Non -No. 20-0427.05
Expiration Date:0112312024
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TABLE 11:
#
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Description
Material
1
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20D03
Sidelite Adapter
Rigid PVC
5
20013
Hinge Stte Relydoreement
Alum., 6063-TB
6
2DO14
Panel Rail Reineb—m nil
Alan., 6063-TB
7
20015
Panel Stile ReWorcement
Alum., 6063-1`6
8
20016
A.M. Astragal
Rigid PVC
9
20017
4mctive Astragal
Rigid PVC
1D
20022
V French Door Mutton
Akan. 6063-TE
13
20004
Inactive Astragal Cofer
Rigid PVC
14
20005
1.1I16' Bmel Bead
Rigid PVC
15
20006
1-1/16' Ogee Bead
Rigid PVC
16
20007
Screw Cover
Rigid PVC
17
20008
Add— FINFlange
Rigid PVC
18
20009
1' Mul(on Cap
Rigid PVC
19
.11
Acthe Astragal Cocr
Rigid PVC
20
20012
Single Door Astragal Cover
Rigid PVC
221
20057
ITIrreshold Cover
Akxn.. 6063-T5
23
19031
Anchor Plato
Ak.., 6063-76
24
20020
Threshold Cover
Ahm., 6063-76
25
20021
Dip Cap
Rigid PVC
26
20023
Hing, Trim Cover
R' Id PVC
27
20047
7/19' Square Bead
Rigid PVC
28
Fin Weatherstrip
29
1671/3
Frame Weatherstrip
31
714FPT41D)O
Frama-to-Wide Slab Screw. 1114 X1-112" Ph. FH. 16.625' O.C.
Stainless Steel
32
7S101X
Frame-to-Nar. Slab Sc— 910 X1- Ph, FH, 2T O.C.
Stainess Steel
331
76XIFPT410
lRelrJecennent Screw. #8 X1- PR FH- 18' O.C.
Stainless Steel
34
710X2FPAX
Frame Assombly Screw. #10 X2- Ph. FH
Stains Steel
35
714FPT41DXW
W-W Slab Assembly Screw. 014 X 1-1/2' Ph. FH
StaiNess Steel
36
71420X2.25
14-W Slab Assembly Sae.. 014 X2-1/4- Ph: FH
I SUN— Stec!
41
20M
Setting Block, 85+/-5 dmo.
I Vinyl
42
Backbedddng: Dow995 pr GE-7700 or Dow 791 ar Dew 983
S9icone
43
Argon Gas
44
61-85140
Hot Meft Butyl
45
1652
Setting Block 9116' x 4- x 3116'. 85 +1- 5 dum
Naopane
46
1614
Setting Black 112" x 1' x 118', 85 +1-5 dum.
Neoprene
47-73
se° Hmd—.
BOM, Table 12. Sheet 12
90 20037 Inactive Astragal Cap Acalal
91 1 20035 JACIJ,D Astragal Cap Awlal
ALL RIGID PVC AND RIGID CELLULAR PVC BY ENERGI FENESTRATION
SOLUTIONS USA, INC OR VISION EXTRUSIONS, LTD.
ANCHOR O.C. DIMENSIONS SHOWN AS MAXIMUM.
a Mr'Nr)P/Cl IRCTPATF MATFPIAI PPr)PPPTIFC-
Material
Min. Fy
Min. Fa
#12 Steel Screw
92 ksi
120 ksi
#12 18-8 Screw
60 ksi
95 ksi
#12 410 Screw
90 ksi
110 ksi
Elco/DeWalt Aggre-Gatcrt
57 ksi
96 ksi
3/16" Elco UllraCon
155 ksi
177 ksi
3116' DeWalt UllraCon+
117 ksl
164 ksi
1/4" Elco UltraCon
155 ksi
1/4" DeWalt UltraCon*
148 ksi
1/4"410 SS Elco/Dewalt CreteFiex
127.4 ksi
6063-T5 Aluminum
16 ksi
964kSitt.1
36 Steel
36 ksi
Gr. 33 Steel Stud
33 ksi
DOOR
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JAMB
DOOR HEAD 23
DOOR PANEL HEAD
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LOCK STILE
ANCHOR
INTERIOR
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FRAME
SIDELITEITRANSOM
SILL WIWIDE FRAME
(HEAD SIMILAR)
PRODUCT REVISED
as complying with the Florio
Building Code
NOA-No. 20-0427.1
Expiration Date:AJ/23/20:
By: _ I--, 1 e _
Miami -Dade Product Centre
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NO 3870�'
A. LYNN MILLER, PE
P.E.# 58705
HARDWARE DETAILS & LOCATIONS
47-49 62, 63
72
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/ 67
47-09
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Description
Material
47
666032701 o
P3000 3-PT Rhino Lock (6'8"), Amesbury Inc.
Stainless Steel
48
666032702
P3000 3-PT Rhino Lock (over 6'8"), Amesbury Inc.
Stainless Steel
49
71032X1FPFX
Rhino Lock Screw: 10-32 X 1" Phil. FH
Stainless Steel
52
20027
Adjustable Strike Plate Assembly, Amesbury Inc.
Stainless Steel
53
20028
Center Strike Plate Assembly, Amesbury Inc.
Stainless Steel
54
7S101X
Strike Plate Screw, (X): #10 X 1" Phil. FH
410 S.S.
55
7BX12PFHUX
jStdke Plate Screw, ()QQ: #8 X 1/2" Phil. FH
410 S.S.
60
7SB1202
Flush Bolt ()N
61
7803725
Flush Bolt Rod XX)
62
420034
Flush Bolt Guide COO
63
7832X12FP)(P
Flush Bolt Guide Screw. 8-32 X 1/2" Phil. FH
64
48033N
Guide Pin ()N
65
78036
Flush Bolt Strike Plate ()OX), Amesbury Inc.
Stainless Steel
66
7832X12FPXP
Flush Bolt Strike Plate Screw, ()Oq: #8 X 3/4" Phil. FH
410 S.S.
67
varies
Handle/Lever
68
vedes
Dummy Handle/Lever
70
20025
Butt Hinge, Amesbury Inc.
Stainless Steel
71
71032X1FPFX
Hinge, Slab Screw: #10.32 X 1" Phil FH
Stainless Steel
721
7S101X
Hinge, Frame Screw. #10 X 1" Phil. FH
Stainless Steel
0
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52, 55 53, 55
6D 68
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SEE DETAIL,
TOP LOCK
SIMILAR
9/16"
BEYOND
PANEL
I
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FLUSH BOLT DETAIL:
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-0427.0E
Expiration Date: 011231202�
By;
Miami -Dada Product Control
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