HomeMy WebLinkAboutNotice of Acceptance - French Door REVIEWED FOR FILE COPS'
CODE COMPLIANCE
MIAM ST. WCIE COUNTY ®OCC 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. ov/econom
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`RFD-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 1 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 Miami—Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 18-1108.03 and consists of this page I 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 1. Chanda,P.E.
MIAMI•DADE COUNTY I (tiG 1 L h� NOA No.20-0427.05
1 Expiration Date: January 23,2024
Approval Date: September 03,2020
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. 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 1 l/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)
1 S�G� f• L�i�n.k
Ishaq I.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)
b. 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 under NOA No. 13-0815.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 511
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
1 st,G7 I. Lot'qn k
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 under 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 under 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. Q P
uanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU-
in/ hr.-ft2-'F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass,
ASTM E 2189 I.G. Durability-No Fog, ASTM E 546 Dew Point Development -20°F
in 48 hrs.(Submitted under NOA No. 13-0815.03)
Ltd. Parts complying
10. Vision Extrusions,L with PVC-AAMA 303-13.
-
(Submitted under NOA No. 13 081 5.03)
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 under NOA No. 13-081 S n71
• I SSG (• Lti�n�.
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-3
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5`1 Edition (2014) and FBC 61'
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 NDA 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 12/14/17 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 1
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) 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 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 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 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 Kurara America, Inc. for their
p Y
"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 "VIE 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.-ft2-°F, ASTM F 1249 "TR-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 Permeance-Pass,
ASTM E 2189 I.G. Durability-No Fog, ASTM E 546 Dew Point Development -20OF
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.
[• L�Rnal�.
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-5
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC 71h 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 (71 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
SERIESFD-5555, DESIGN PRESSURE RATING IMPACT RATING
IMPACT-RESISTANT,VINYL,REINFORCED,OUTSWING VARIES, RATED FOR LARGE&SMALL
FRENCH DOOR&SIDELITEffRANSOM(SLT/TR) SEE SHEETS 4&5 MISSILE IMPACT RESISTANCE
TABLE 1:
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE Group Anchor Substrate Min.Edge Min.
HIGH VELOCITY HURRICANE ZONE(HVHZ). I Distance Embedment
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3/16'Ultracon Concrete(min.2.85 ksi) 1' 1318'
A Ungrouted CMU,(ASTM C-90) 1' 1-114"
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNT!APPROVED MASONRY ANCHORS.MATERIALS USED 3/16'Ultraconr Concrete(min.3 ksi) 1-118' 1-314' PRODUCT REVISED
FORANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS(CMUS)OF NORMAL WEIGHTAND OF Ungmuled CMU,(ASTM C-90) 1' 1-1/4" as complying with the Florida
COMPRESSIVE STRENGTH OF MIN.1.9 KSI AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. Southem Pine(SG=055) 12' 13/8' Building Code
P.T. .
#10 Steel SMS(G5) HOA-No. 20-0427.05
Aluminum,6063-T5' 5116" 0.083"
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 #10 410 S.S.SMS Steel,A36' Sl18" OOfi3' Expiration Date:0112 3/2 0 2 4
ee .
CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED #10 1"S.S.SMS gy__I ar--.Z I G„".>-.
AS 2X ARE 1-1/2"THICK OR GREATER.IX AND ZX BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE Steel Stud,A653 Gr.33' 5/16" 0.063'
STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OFTHE ENGINEER ORARCHITECT OF RECORD. P.T.Southern Pine(SG=0.55) 1!7 13J8° Miami-Dade Product Control
5)IF SILL IS TIGHTTO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUTAT3.4 KSI MIN.PER ASTM B 3/16'Ultracon Grouted CMU,(ASTM C-90) 2-112' 2-1/4'
C1107,(DONE BY OTHERS).MAX.1/4'SHIM SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT Concrete(min.2.85 ksi) 1" 131ir o D)UPDATED TO FBC 2020.
TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS P.T.Southern Pine(SG=0.55) t l7 13/8" o,REVISED ANCHOR TYPE TABLE.
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION,COMPLYING WITH 3116'Ullracon+ Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114" AK-41920
THE FBC. Concrete(min.3 ksi) 1-1/8" 1314'
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO 1/4'Ultracon Ungrouted CMU,(ASTM C-90) 2-1/7 1-1/4"
ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1,THIS SHEET.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME 114"Ultracon+ Ungmuled CMU,(ASTM C-90) 1A/16' 1-1/4" UJ
EXTERIOR INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF P.T.SouthernPine(SG=0.55) 9116" 13/8" > •"aa
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. #12 Steel SMS((35) y
Aluminum,6063-T5' 318' 0.07l' 0 u1 U
#12 410 S.S.SMS 0
Wl" h A36' 3/8' 0.
7)MAX.114'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS #12 1"S.S.SMS Steel, }1- a1e0 O �i
CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED Steel Stud,A653 Gr.33' 3/8' 0.071"(14 Ga) (7 N
ON THEM BY THE DOOR,SIDELITE OR TRANSOM. P.T.Southem Pine(SG=0.55) 1' 13/6' 1n
JO t�+1 Q u
O
114"Ultracon Grouted CMU,(ASTM C-90) 2-1l7 13/4' O-1 � M
8)DESIGN PRESSURES: Z C3
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. Concrete(min.2.85 ksi) 1' 13/8" L , FB
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM C P.T.SouthernPine(SG=0.55) 1' 1318' 0 U o
m Ituwta0 .aN
E1300. 114"Ultracan+ Grouted CMU,(ASTM C-90) 1-118' 13/4' H W C sn+a
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. o i-
Concrete(min.3 ksi) 1-1/4" 1-3/8' n> J N
9)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN Concrete(min.3.35 ksi) 1' 1314' Z U
PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS 1/4'410 S.S.CreteFlex p Ungrouted CMU,(ASTM C-90) 2-1/7 1-1/4' < 0
USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL P.T.Southern Pine(SG=0.55) 1' 1-3/8' .-
MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(INCLUDING ADOPTED STANDARDS)FOR CORROSION RESISTANCE.
1/4'18E S.S.Aggre-Gator Concrete(min.327 ksi) 1-1/2' 1318' Of
O laays
10)ALL RIGID PVC AND RIGID CELLULAR PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA,INC.0 R VISION EXTRUSIONS, Ungrouted CMU,(ASTM C-90) 4- 1-1/4' ® O
LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 1/4"Ultrecon Concrete(min.2.85 ksi) 2-1/7 13J8 U W co
D 1/4"Ullrecon+ Concrete(min.3 ksi) 2-1/7 1-3J8' z F- Z
11)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. p U
1/4'410 S.S.CmteFlex Concrete(min.3.35 ksi) 2-1/2' 13/4' i- W Z a1°ag
12)REFERENCES: 1)•MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL QJQ ul
TEST REPORTS:FTL-7339,7371.8715,8716&8717 2)UNGROUTED CMU VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. m D: u)
NOA'S:ELCO ULTRACON,DEWALT ULTRACON+,DEWALT CRETEFLEX&DEWALTAGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION 3)ANY ANCHOR FROM THE ABOVE TABLE IS ACCEPTABLE TO BE USED ALONG A DOOR JAMB, W >J- Z rLO
SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC REGARDLESS OF ANCHOR GROUP CHOSEN. tL Z W 6
NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA 4)SEE ANCHOR(SUBSTRATE MATERIAL PROPERTIES ON SHEET 11 FOR Fy&Fu. U LL.
an!1 -asap seuag
13)THE 5555 SERIES IS ALSO KNOWN AS THE 555 SERIES. TABLE 2:
Type Description Where Used:
0 ;a'(L)'fq,-
1 13/16"Lauri.IS(1/8-T-11116"Air-11W ANN-.099'PVB-1l8"ANN) Door
GUIDE TO SHEETS: �'�`,•' L1GL-iJ^p'•.��,
2 13118'Lami.IG(3l16"T-5/8'Air-1/8'ANN-.090'PVB-1/8'ANN) Door
GENERALNOTES...........................1 3 13I16"Lauri.p(1/8'T-9/16'Air-3/16'ANN-.090"SG-3116'ANN) Sidelita/Trensom IF.- '•�
ELEVATIONS...................................2 1•Ie.5di05
GLAZING DETAILS..........................3 CODES!STANDARDS USED: 4 13/16"Lam!.10(3116"T-112"Air-3/16'ANN-.090"SG-3110-ANN) Sidelde/Transom =:� S�TE
DESIGN PRESSURES.....................4E •2020 FLORIDA BUILDING CODE(FBC),7TH EDITION 5 I-NIG"Lemi.10(118'T-9/16"Air-3116'ANN-.090'PVB-3/16'ANN) Sidelite/Tmnsom
ANCHORS........................................4E •2017 FLORIDA BUILDING CODE(FBC),BTH EDITION 6 13/18'Lemi.IG(3116'T-1/2"Air-3/16'ANN-.090'PVB-3/16"ANN) Sidefites flIN51-ALLATION................................7-9 •ASTM E7300-Og 7 7/16'Lemi.(3116'ANN-.09g"PVB-3116-ANN) Door/Sidelite/ftansom OEXTRUSION PROFILES..................10 •ANSUAF&PA NDS-2018 FOR WOOD CONSTRUCTION O '• [[/��
'ANN"=ANNEALED �i�: -.PL .•'' \_�
PARTS LIST.....................................11-12 •ALUMINUM DESIGN MANUAL,ADM-2015 'T=TEMPERED ��SS '••'0RIO� �G
CORNER DETAILS.........................11 •AISI S100.16 'PVB"=.090'TROSIFOL®PVB INTERLAYER BY KURARAY AMERICA,INC. ��ir TONAL' \�
HARDWARE DETAILS.....................12 .AISC 36G-16 'SG'=.090"SENTRYGLASV INTERLAYER BY KURARAYAMERICA,INC. r/111 11 It""
SEE SHEET 3 FOR SPACER INFORMATION. A LYNN MILLER,P.E.
P.E#58705
I
EXAMPLE CONFIGURATIONS
40"
MAK 40• �{I +{I MAX.
37-9116-WIDTH�B (MAX 76'MAX. —+{ TYP 3IMULL I V MULL --I�Mom•"—�i 1"/MULLL
PRODUC oCT REVISED
�, /, /' ••\ /• / Bul ding(Cde with the Florida
NOA-No 20-0427.05
% MAX, / / \ / / ><piration Date:0112312024
93-7/8" HE16H HEIGHT
r
HEIGHT CS.) iamDade Product Control
•\ •\ %\ / •\ •'\ `o D)NO CHANGES THIS SHEET.
;s AK-41920
TYP.DOOR SLAB X XX OOX(SHOWN)OR X10(SHOWN)OR X/O OIXIO o
ODE STILES AND WIDE RAILS STILES AND WIDE RAILS (NARROW STILES AND WIDE W
�an
SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES)
30.8 FT'MAX. 30.8 FP MAX. p
DETAIL SEE SIZE RANGES FROM SEE SIZE RANGES FROM 40"MAX. 3"14" �, a}o0 O
�j
HEFT TABLE 8&9,SHEET 5 TABLE 8&9,SHEET 5 HORIZONTAL MAX LO
(�N If7
co
LENGTH o O p
ZLL CD W
1'MULL(X2) MTYR AX, 98-718' 106-1116° I MAX,, I I—Z uM�O 9M0
MAX. MAX. — Imo— 1'MULL o� j
DLO DLO 1 I"Z ED co
O
MAX' MAX. 1"MULLIt
/ •\ HEIGHT / HEIGHT / m O }aa45
% •\ OR WIDTH OR WIDTHLL
0 N
VERTICAL /� = r O Z
MULLION % Z C,) aloaS
\•\ // LENGTH ¢ LL W
1 u Ja U))
•\ % \ it z o
\ / \ > LL
\ ma •�sao lava
OIXXIO SINGLE O SINGLE O 010(MAXIMUM
ODE STILES AND WIDE STILES AND WIDE (IDESTILES ANDWIDEANDWIDE (NARROW STILES AND NARROW MULLED SIDELITES) `�. Op1Y ......
RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) (WIDE STILES AND NARROW AND NARROW 010 WITH O/X WITH a .••'�ICENSF'•,
NOTES: RAILS SHOWN ON SIDELITES) HORIZONTAL HORIZONTAL
1)SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. MULLION MULLION *•; No.58705 ^
2)MULLIONS SHOWN ARE STANDARD 1'FRENCH DOOR MULLIONS PER THIS NOA (WIDE STILES AND AND {NARROW STILES
3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA. WIDE RAILS SHOWN AND NARROW
4)FRENCH DOOR MULLION IS LIMITED TO 96'IN VERTICAL APPLICATIONS AND 4(r IN HORIZONTAL APPLICATIONS. ON SIDELITE& RAILS SHOWN ON ^ Zol,�D
5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLT/TR OR MULLED ASSEMBLY. �0,�.. TE D
TRANSOM) TRANSOM) K A6 ADDITIONAL CONFIGURATIONS USING THE 1'FRENCH DOOR MULLION ARE POSSIBLE.USE THE ABOVE DRAWINGS AS ,
A REFERENCE FOR SIZE LIMITATIONS, AL I�NG��
A LYNN MILLER,P.E.
P.E-*58705
GLAZING DETAILS
GLASS STACK I _i I_ GLAS STANATED GLASS STACK I —1 1_ GLAS STACK GLASS STACK
I -'1 I'- 1..F 71i 6"LAMINATED
GLASS STACK SILICONE
18"ANNEALED GLASS --4/8-ANNEALED GLASS 3/16"ANNEALED GLASS
11/16"AIRSPACE 090'PVB 5/8'AIRSPACE 090•PV8 9N6'AIRSPACE .090'SG STRUCTURAL 1/4"NOM.
POLYISOBUTYLENE
1/8'TEMPERED GLAS 18"ANN ED GLASS 118"AN EALED GLASS 3116'A EALEDGLASS WITHDESICCANT PRODUCT REVISED
3/16"TEMPERED GLASS,, 118"TEMPERED GLASS as comp Wag with the Florida
,4 EXT:;1
14 EXT.GLASS 37 KODISPACE Building ode
EXTERIOR 11116" 11l16" EXTERIOR 11/16' 4SG TPS NOA-No. 20-0427.05
3 O GLASS SITE GLASS BRE GLASS BITE ExPiratlon Date:91/23/2024
By; Icy--2 1.L4,".,.,.37 36 39 40 42 4237 35 39 40 42 INT.GLASS Miami-Dade Product Control
41 41
o D)NO CHANGES THISGLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 HOT-MELT BUTYL �.-j
AK
USED IN DOOR ONLY USED IN DOOR ONLY TYP.WIDE FRAME GLAZING STRUCTURAL
DETAIL,NARROW FRAME SIMILAR SILICONE 3/16"NOM.
FOAM
WITH
1-3116"NOM. 1-3/16"NOM. 1-3116"NOM. DESICCANT W CQ
GLASS STACK 7/16"LAMINATED GLASS STACK 7l16'LAMINATED GLASS STACK 7116'LAMINATED EXT.GLASS 38 SUPER c Y
GLASS STACK GLASS STACK GLASS STACK O ® p in fA
SPACER
3/16"ANNEALED GLASS 3/16"ANNEALED GLASS 3/16•ANNEALED GLASS NXT'"" >-w a'°0 0
12"AIRSPACE .090'SG 9/16"AIRSPACE .090"PVB 12"AIRSPACE 09D"PVB O (n LO
u1
1/8"TEMPERED GLASS,, J J o W p.
3116' EALED GLASS 3116" EALED GLASS 3/16" EALED GLASS
3/16"TE4R'OR
ASS INT.GLASS Z LL-
3116"TEMPERED GLAS =Lll,-- 19
EXTERIOR 14 EXTERIOR 14 W V W uMo�O W
EXTE 11/16" 11/16" 11/16" F W'T C 9M0
Q GLASS BITE a 4 Q GLASS BITE c] 3 Q GLASS BITE ALUMINUM On>e" J
(((777 { (((777 *REINFOREMENT o Z o1 (n C4
)�� 37 36 39 40 u J�� 0
�I u 37 36 39 40 42 Z L
1 Q c')
42 42 41 BUT„ „ OESICF O ,aa4S
GLASS TYPE 4 GLASS TYPE 5 GLASS TYPE 6 FDURASEAL@ o J rn
TYP.NARROW FRAME GLAZING TYP.NARROW FRAME GLAZING TYP.WIDE FRAME GLAZING EXT.GLAS3s z o F- Z
DETAIL,WIDE FRAME SIMILAR. DETAIL,WIDE FRAME SIMILAR DETAIL,NARROW FRAME SIMILAR SPACER o w im e,oa5 WGLASS S ACK "PVB"=.090"TROSIFOLO PVB BY KURARAY AMERICA,INC. ASS } N
3/is"ANNEALED GLASS "SG"=.090"SENTRYGLASO INTERLAYER BY KURARAY AMERICA,INC. z Z g
.09V PVB > (7 IL
aRl 'asap saws
3/1EALED GLASS
POLYIS0. DESICCANT FILL AREA � 00 LYAf V�
27 BUTYLENE 5116"NOM. •• /
11/16" SEAL ��1,•' 1,IGENSF ((�
GLASS BITE SILICONE SEAL •,
3 ROLL-FORMED _ No.58705
STAINLESS STEE
EXTEELFUOR42 XL EDGEIM � =
45 46 EXT.GLASS 40 SPACER =�0 ST r l u ••���
GLASS TYPE 7 '.,��S,S•F<ORIDP-.`•'G\C��
USED IN DOOR,(SHOWN) INT.GLASS ',/'ONAL fit I l\\\
8 SIDEUTE/TRANSOM REFERENCE TEST REPORTS:FTL-8717,8968&8970
A LYNN MILLER,P.E.
P.E.#58705
SINGLE DOOR DOUBLE DOOR SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR
INSTALLATION INSTALLATION MULLION INSTALLATION MULLION INSTALLATION
(XX) 4"O.C.MIN., (OIO) (XIO OIX,XIX,OIXIO,XIOIX,OIXXIO,ETC)
SEE TABLE 4, SEE MULLION CLUSTER SEE MULLION CLUSTER
4"M ASTRAGAL THIS SHEET, DETAIL BELOW DETAIL BELOW
4"
M —FOR QUANTITY, �''
CLUSTER-- / SEE TABLE.1, ' ATTACH DOORS AND ' ```�
r SHEETI FOR ' SIDELITES TO THE PRODUCT REVISED
9-11T 9-12' 1 J TYPE as comp) Ing with the Florida
9"MAX. - `�`� MULLION AS PER \ \ y
MAX. r MAX, j •\ I -) � Building Code
�' THE INSTRUCTION �'- �•
- - \ Now No. 20A427.05
OF THE INDIVIDUAL
�i i Expiration Date:0112312024
CENTERED I DOOR OR SIDELITE I i ,\ P
BETWEEN ' /' CENTERED i i // \ i i i i I By: Isrr7(.Cb"".�.
HINGES I I/ B HINGES /' •\ i i TABLE S: i , ��LL Miami-Dade Product Control
LENGTH IN
N TEION
E1 i i 12"O.C. NOTE 1 i i i i I i 11 SEE; VETiCAL MULLION i i VERTICAL
i / MAX.@ LOCK CENTERED ' ' / / ' i i DESIGN PRESSURE i i / APPLICATIONS
CENTERED i i\ BETWEEN i i\ /i i ' ' ' e D)ADDED ANCHOR GROUP ATO
BETWEEN i i ISEE i +f-70.0 PSF :s TABLES 486.
HINGES i \ HINGES i \ / iNOTE1 i i i i p AK-4f920
\ ' ' ' '/,
' SIDELRE L - iSIDELRE SIDELITE L DOOR
�i i \ r \ j d
IDAM" 9•M 1a12• J ❑
MAX. MAX. ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS j
ANCHOR REQUIREME� ANCHOR REQUIREMENTS SAME AS HEAD SAME AS HEAD W
SAME AS HEAD SAME AS HEAD ------------
MAX ❑ �-
X XX,(USING ASTRAGAL) MAX 6. } al°� O tn
U3
%r'� MAX.` �1'MUWON 6"f'� ♦1"MUWON 0. O O rA
TABLE 4: 4"O.C.MIN. 6• I1.� 4"O.C.MIN. 4•'O.C.MIN.,—,' r4" `" 4"O.C.MIN. O J o W
TABLE 3: XX Door:Astragal Cluster Anchors Required i `' 2 W
X 8 XX Door.Design Pressure Head 8 Sill SEE TABLE 6, SEE TABLE 6, U U 6 u wD
+fs6.e PSF Gless Type 1 Door Width Qn) t rE /i
THIS SHEET, ---- ' THIS SHEET, W— 'ON
FOR ANCHOR FOR ANCHOR W "JMO
+1.70.0 PSF Gless Types 28 7 48 60 T2 76 ` SIDE- QUANTITY,SEE \ SIDE- \DOOR�� QUANTITY,SEE r- JLITETABLE 1.SHEET �� LffE TABLE 1,SHEET Z U3
o Q ¢ `2 U `p 1 FOR TYPE "� 1 FOR TYPE ❑ LL
z p
`g o 00 0 - ¢ v
S (7 C7 C7 L7 a t7 (7 a C7 O TABLE 6: .-
80 4 4 4 5 4 5 4 4 Anchors Required fora Vartiml Mullion(each mullion and) FOR"OIXXIO" ® r O laegs
96 1 4 1 5 1 4 6 4 6 1 5 4 Door or SidditelTmnsom Width @n) AND SIMILAR ❑ 7 U
12 24 32 3"4 40 CONFIGURATIONS 0 U W Z
m - m CONTAININGA O W
Hanlon ¢ D 8' z¢ D o ¢ ce -O DOUBLE DOOR W a
TRANSOM-TO-DOOR(X/O)ORTRANSOM-TO-SIDELITE(O/O) HegM t >s _ _ ( >.usEOf
e e Se ae �e a 8e a Se a a �e ONLY HALF OF m
On) a`o a`ce ate u u are ac7 au are m a`cs u ~
MULLION ATTACHMENT&INSTALLATION Door WA x 1 z x 1 3 z 1 NA NIA wA THE FRAME W r w U)
SLT/TR 1 2 1 2 2 1 3 2 1 3 2 1 WIDTH OF THE IY Z W ❑
ATTACH DOORS, DOUBLE DOOR ❑ tL
SIDELITES 8 - floor WA 2 1 3 2 1 3 3 2 WA WA WA WHEN USING
TRANSOMS TO THE / `� SLT 1 2 1 3 2 1 3 3 2 3 3 2 1 THIS TABLE apt °sa0 seua5
MULLION AS PER ` 1"MULLION ♦1111 t I I 1 j ll
THE INSTRUCTION �' _ ♦\ ///
OF THE INDIVIDUAL TRANSOM
r INSTRUCTIONS: ♦ /
__�_ ````r r 6'� `rr HORIZONTAL 1)DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS.SEE TABLE 1,SHEET 1,FOR \♦♦�'`pNY•LYNN/1 /��
PRODUCT -- — , ' MAX. i MULLION ALL APPROVED ANCHORS.FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES,ONE AT EACH C1 •' LICENSE•.�Q�
i I APPLICATIONS HINGE LOCATION(RECOMMENDED a10 FLATHEAD SMS OR 3116"FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). : Q-;' •:tom
' , 9-12' r ALWAYS REQUIRE
MAX, ' 2)FOR A MULLED UNIT,DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION.FOR - No.58705
TWO(2)ANCHORS EXAMPLE,ON AN•XIO"CONFIGURATION,THE OP FOR THE DOOR,THE MULLION AND THE SIDELITE MUST EACH BE '
TABLE 7: DOOR Off` ___ / (TYPE A-D)AT EACH DETERMINED.THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY. - _
-"D _
SIDELITE _ iO•. ,A . *
HORIZONTALMUWON MULLION END. "L S%
DESIGN PRESSURE -- NOTES: O�J:
`��"- _ ^''!' 1)SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED. .(\•.. E O
+1411.0 PSF 2)MULLIONS SHOWN ARE STANDARD 1"FRENCH DOOR MULLIONS. �s'•.F(pRl p p•.•'•N_
40"MAX.MULLION LENGTH IN HORIZONTAL APPLICATIONS. 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA i% tS •••• G♦♦
TRANSOMS WIDER THAN 40"WILL REQUIRE ADDITIONAL THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY DP. %//j0NAL eN♦♦♦
STRUCTURE OR DADE-APPROVED MULLION BETWEEN 4)FRENCH DOOR MULLION IS LIMITED TO 96"IN VERTICAL APPLICATIONS AND 40"IN HORIZONTAL APPLICATIONS. 1 j 1111 t I 1}1
TRANSOM AND DOORfSIDELTIE. 5)NARROW OR WIDE STILES AND RAILS MAYBE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. A LYNN MILLER,P.E.
6)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.Ea 58705
TABLE 8:
SidelltelTransom Design Pressure(+/-,ps)for Glass Types 384 SIDELITElTRANSOM INSTALLATION (0)
Long Side(in)
63.3116 665/8 68 70 72 78 1 78 82 84 88 92 96 98 104 108 111
24 +/-70 +l-70 +1.70 +/-70 +/-70 +/-70 +/_70 +/-7D +/-70 +/-70 +r-70 +/70 +l-70 +/_70 +/70 +/-70
28"+/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/70 +l-70 +/70 +/-70 +/-70 +/_70 +/_70 HO O.C.MAX. IF SHORT
O.C.MAX.
28 +/-70 +l-70 +/-70 IF SHORT SIDE IS IF SHORT SIDE IS
32 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/_70 +/_70 +/-70 +/_70 +/_70 +/-70 +/-70 +/-70 +/-70 +/-70 40'OR LESS OVER 49'
36 +/-70 +/-70 +1-70 +/-70 +1-70 +1-70 +/_70 +/_70 +/-70 +/_70 +/_70 +/-70 +/-70 +l-70 +1_70 +1_70 ------ ----- PRODUCT REVISED
38-314 +/-70 +/-70 +/-70 +1-70 +1-70 +170 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/_70 +/-70 ___________________ as complying with the Florida
Building Code
40 +/-70 +/-70 +/-70 +/-70 +1-70 +/_70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 i , SEE TABLE IO, NOA-No. 20-0427.05
42 +/-70 +!70 +/-70 +)-70 +170 +/-70 +/-70 +/-70 +1-70 +/7D +/-70 +/-70 +/.6g,6 +/b8.5 28"O.C.MAX.i i i i SHEET 6 FOR Expiration Date:01/2 312 0 2 4
44 +/-70 +/-70 t170 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-69,6 +/-68.6 +/-67.7 +!{7,3 IF LONG SIDE ISi i i i ANCHOR
40"OR LESS i i By: I.-, I
46 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +170 +/-69.4 +h68.7 +F67.6 +/-68,5 +/-65.6 i i i i QUANTITY,SEE
-7'-�I ' ' TABLE 1,SHEET 1 Miam{-Dade Product Control
<n 48 +/-70 +1-70 +1-70 +/-70 +1-70 +/•69.9 +/.69,1 +/.67.6 +l-67 +l55.8 +/-64.7 FOR ANCHOR
L 50 +/-70 */-70 +/-70 +/70 +1-70 +/b8.4 +L87.6 +/-68 +/-65,4 +/64.1 I i i i i TYPE.
N 52 +/70 +1-70 +/-70 +/70 +/-69.1 +/{7,1 +1-662 -1-64.13 +/-63.9 i i i i o D)NO CHANGES THIS SHEET.
54 +/-70 +/-70 +1-70 +/.69.2 +1-68 +l55.9 +1-65 +/.63.4 ' ' :s AK-419I211
55 +/_70 +/-70 +l59.7 +lb IFLO
8.3 +1-67.1 +l-64.9 +/-619 O.C.MAX.
F LONG SIDE IS
55 +/-70 +1-70 +/-69 +/$/.6 +/56.3 +/54 OVER 40"
60 +/70 +/-69.6 +/-68.5 +!S/ +/55.6 LU
62 +/_70 +/-69.2 +/-68 +/-66.5 T ---- - -�=� 12-MAX(LONG SIDE) j .- •naa
633116 +/ 9.1 +/47.9 +1-W.2 6. L J L
61315I8 +l59.1 +/58.9 (SHORT SIDE) }n aio0 3 in
(WIDE STILES AND WIDE to
RAILS SHOWN ON SIOELffE5) J t'� 0 p
O
ZLL O(D
=Wkl
TABLES: W Z W K u"'o'0 'oN
SldelltelTransom Design Pressure,p5f for Glass Types 5,6 8 7 F-W Ft-• 0md
Lon Side in 28"O.C.MAX. 23-1/2"O.C.MAX. o>v •-' N
9 ( ) IF SHORT SIDE IS IF SHORT SIDE IS .-Z U LL
633/16 66-518 68 70 72 76 78 82 84 88 92 96 98 104 108 111 40'OR LESS OVER 40' U-
24 +/-70 +/_70 +170 +/-70 +1.70 +1-70 +/70 +/70 +l-70 +/-70 +/_70 +/-70 +r-70 +/70 +/-70 +/ao ------ -----
28 +/-70 +170 +/70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1•70 Of N
W )==45
32 +r-7o +17D +/ao +/ao +/ao +rao +/70 +rao +/ao +/7D +/_70 +lao +l70 +/ao +/70 +lao � � ® „ o {f
36 +/-70 +/-70 +/-70 +1-70 +/70 +/-70 +/-70 +/-70 +/-70 +/-70 +/70 +/-70 +/-70 +/-70 +1-70 +/-70 SEE TABLE 10, m
28"O.C.MAX. , i SHEET 6 FOR 2 t7 z
3"41 +1-70 +/70 +/-70 +/-70 +/70 +/-70 +/-70 +170 +/-70 +/-69.9 +/-69 +/-68.3 +/57.9 IF LONG SIDE IS i i i i ANCHOR O Z W Z
40 +/-70 +1-70 +/-70 +/-70 +/-70 +170 +/-70 +/{9.8 +/-69.3 +/-68.3 +/-67.4 +/56.7 +1-66.3 40"OR LESS i i i i QUANTITY,SEE 1- W W =1==5
TABLE 1,SHEET 1 4a W a
42 +/-70 +/_70 +l-70 +/-70 +/-70 +/.69.5 +l58,8 +/.67.6 +/-i7 +/-66 +/-65.1 �' ' / ' ' in
FOR ANCHOR N LL Z rn
44 +/-70 +/70 +1-70 +/-70 +/{>8.1 +157.5 +/{,8 +/.65.6 +/65 +lA4 TYPE w } vi
vj
46 K+1-70
+1-70 +/-69.4 +/-68.4 +1•67.4 +/-65.8 +/55.1 +/-83.8 +/•63.2
�i i i i > WO U-
r 48 +/58.8 +/58 +/-W.9 +/-66 +/-64.3 +1-63.5 +/.62.2LL50 +1-61.6 +/-66.8 +/-65.7 +l-64.7 +I52.g +/{2.1 23Al2.O.C.MAX.N IF LONG SIDE IS52 +/436.8 +155.7 +/-8q.6 +/-63.8 +/$1.7OVER 40"54 +/-65.7 +/-64.8 +/.63.6 +!$2.6 LJ \.\ ONYLYJVA,+l-65 +/-64.1 +/-62.8 ___________________ 12-MAX(LONG SIDE)58 +1-64.5 +1-63.5 i-------------2------'� C� UCENSF••.C����
6'MAX. '•.JJ
60 +/57 (SHORT SIDE) � � =Yc: Nd.58705
62 +/-66.9 - -{NARROW STILES AND NARROW
RAILS SHOWN ON SIDELITES) 2 O
T•, S ATE F �\
�i Cis •..(.<ORIDA,.•''����
NOTES: �i S C2
1)NARROW OR WIDE STILES AND RAILS MAYBE MIXED WITHIN THE SAME SIDELITErMANSOM OR MULLED ASSEMBLY. CNAL IEr;\\�
2)SIDELITEITRANSOM MAY BE A SINGLE,STAND-ALONE UNIT. lilt
3)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A.LYNN MILLER,P.E.
P.EC 58705
Tvai zlp Shag Side(in)
0 m
m�W pp��
N[rm17 O rn N O m al A N O �A N 1 Of Co A O
N a� rn A
2 '0 N N CO r N N N N N N r N N r cn N r N N N N N N
p 1 6 p� 5- 5 0 0�0 6 0 7 5 =6 5 S a
A �m a m .Z tO R .Z m s A ? BE }m 3t0 m ? } m
$=0m _NN NN NN N_N(!i(n NNNNrpNN yNNN V1NNgJ N_NMN NN_NN_
Anchor
ODy rnNNNNInN(nNA NANA NA N W N W N W NW N W AN AN ANAN AN aNGroup
C .DELL
z o Anchor
O C. A A a s A A A A A W A W A W A W A W A W A W A W A W A N A N A N A N A N A N Groups B-D rn
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SHIM 23 OPTION 1
INSTALLATION ANCHORS
EDGE 18 INT02X WOOD. 13
DISTANCE Nuu,
1 68 67
TYP.ANCHOR TYPE, 3
EMBEDMENTAND 33 33 PRODUCT REVISED
EDGE DISTANCE PER 77 as complying with the Florida
SUBSTRATE,SEE
Building Code
TABLE 1,SHEET 1. No/-No. 20-0427.05
Expiration Date:01/23/2024
aZ
1 ANCHOR PER HINGE ,^, 1,� By:_1 sr...2 1.Z/,.,
TO BE THROUGH Miami-Dade Product Control
SUBSTRATE.MIN.#10 p Q
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TABLE 1,SHEET 1. 72 5 EXTERIOR 14 15 9 53 8 e D)NO CHANGES THIS SHEET.
47 48
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INSTALLATION 29 1 METAL SUBSTRATE 52 0: laays
23 O
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DETAILQA SUBSTRATE.MIN.3/16"FLATHEAD DETAIL n t`� 'LICEWgi;'•.�(
ALSO SEE ABOVE ULTRACON,SEE TABLE 1,SHEET 1, v DAYLITE OPENING(DLO)SIZES
WHEN USING PART#3:(WIDE RAILS OR STILES) =;Y No.58705
INSTALLATION NOTES: X DOOR FRAME HEIGHT-12.1=DLO HEIGHT -
X DOOR FRAME WIDTH-12.3=DLO WIDTH --C1
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON (XX DOOR FRAME HEIGHT)-12.1=DLO HEIGHT %�) '•, L,// 'C w`
ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. ((X DOOR FRAME WIDTH/2)-11.5=DLO WIDTH so STATE F L
2)WOOD BUCKS DEPICTED ON THIS SHEET AS"1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SLT/TR FRAME HEIGHT-12.1=DLO HEIGHT 'cLOR1Of+,.•' :
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 SLT/TR FRAME WIDTH-12.1=DLO WIDTH SS, .••.•. �CJ��
AUTHORITY HAVING JURISDICTION. WHEN USING PART#4:(NARROW RAILS OR STILES) /OVAL� �.�`
3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDELITE OR TRANSOM. SLT/TR FRAME HEIGHT-4.9=DLO HEIGHT .L4A MILLW PE
4)IFAPPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. SLT/TR FRAME WIDTH-4.9=DLO WIDTH P.E#59705
a
TYP.ANCHORTYPE, INSTALLATION II
EMBEDMENTAND EDGE OPTION 4 114"
18 23 DISTANCE PER SUBSTRATE, MAX.
23 10 SEE TABLE 1,SHEET 1. INSTALLATION ANCHORS SHIM
DIRECTLY INTO METAL
EDGE
16 1 ANCHOR PER HINGE TO BE DISTANCE
THROUGH SUBSTRATE.MIN.
I I #10 FLATHEAD SMS WITH —�
1 MIN.3 THREADS BEYOND DOOR 87 V,
29 METAL SUBSTRATE. —��—{{1 VISIBLE LIGHT III---���---
71 5 I WIDTH(OL.) I 7 23 PRODUCT REVISED
as complying with the Florida
TYP.ANCHOR Building Code
TYPE,EMBEDMENT NOA-No. 20-0427.05
AND EDGE Expiration Date:01/23/2024
q11 DISTANCE PER
�® SUBSTRATE,SEE By:
TABLE 1,SHEET 1. Miami-Dade Product Control
EXTERIOR t
3 31 72 c D)NO CHANGES THIS SHEET.
EXTERIOR 48 m AK-4I920
1'FRENCH DOOR MULLION 70 `+ y 47 20 28
DETAIL 16 v MIAMI-DADE APPROVED
MULLION(SEE SEPERATE ❑
NOA),ALUMINUM,STEEL DETAIL U.1
FRAMING OR STEEL STUD.
INSTALLATION OPTION 3 DOOR FRAME WIDTH U
INSTALLATION ANCHORS THROUGH }^ 7io0 O
IX BUCKSTRIP INTO MASONRY. TYP.ANCHOR TYPE.EMBEDMENT AND EDGE TYP.ANCHOR TYPE,EMBEDMENT
DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET AND EDGE DISTANCE PER OJ m O ❑'
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1Iq 18 23 ANCHOR BY CHOOSING THE CORRECT LENGTH =W.;.-. EMBEDMENT AND OR STAGGERING LOCATIONS. -1— A
%y MAX. 17
EDGE DISTANCE PER } MAX_ U O_C3 a a0 -oN
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T� Z Lo p
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REQUIREMENT - •1X WOOD CONCRETElCMU•• 32 ttt Ili
EXTERIOR BUCKSTRIP. SIDEUTE;TRANSOM FRAME WIDTH PERANCHOR o7 \����t"y L)'�
SEE NOTE 18 2, REQUIREMENT NAB /mil
INSTALLATION �N .
THIS SHEET. DETAILO DETAILQ DETAIL C� OPTION 2 Q?'• �tCt NSF l�Ct`�
INSTALLATION ANCHORS _..:' No.58705
INSTALLATION NOTES: DIRECTLY INTO MASONRY. _ /� •:
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON --;0
ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. 0� TTE F :•(L�`
2)WOOD BUCKS DEPICTED ON THIS SHEETAS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO
MASONRY_WOOD BUCKS DEPICTED AS"2X"ARE 1-12"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY THE •:c
'// •••<ORION, G
AUTHORITY HAVING JURISDICTION. 01 tVAL
3)FOR ATTACHMENTTO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE FRAME OF THE DOOR,SIDELITE OR TRANSOM. /S
4)IF APPLICABLE.LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. p LYNN MILLER,RE
P.E7#58705
INSTALLATION OPTION 3 INSTALLATION OPTION 4
INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH
1X BUCKSTRIP INTO MASONRY. EDGE 1X BUCKSTRIP INTO 2X WOOD. EDGE
DISTANCE DISTANCE
CONCRETE •'.•p'' - 2X WOOD
4 Q 32 1g PER ANCHOR - •a BUCKSTRIP
REQUIREMENT' OR FRAMING, Q
EMBEDMENT SEE NOTE 2, EMBEDMENT
1 THIS SHEET
1 1XWOOD PRODUCT REVISED
23 IX WOOD BUCKSTRIP,SEE
NOTE 2,THIS SHEET.BUCKS TRIP.SEE
-'23
TR as complying
wi
th the Florida
NOTE
2 THIS SHEET.
Building Code
1/4' SH
IM HIM N OA-No.1l4'MAX SHIM 20-0427.05
18 25 1Pr Expiration Data;01/23/2024
n 23 By--_111-7 1,
10 18 i 1
Miam�Dada Product Control
I TYP,ANCHOR TYP.ANCHOR
16 I TYPE,EMBEDMENT
I I AND EDGE TYPE,EMBEDMENT D)NO CHANGES THIS SHEET.
DISTANCE PER 2 AK-41920
TYP. I i I 29 DISTANCE PER AND EDGE
EMBEDMENT
ANCHOR TYPE, I I '
i I SUBSTRATE,SEE SUBSTRATE,SEE z
EMBEDME PER SUBSTRD EDGEATE,
-I�' TABLE I,SHEET I.
DISTANCE PER SUBSTRATE, I I SEE IL,SHEOLT TABLE 1,SHEET 1. 31
SEE TABLE 1,SHEET 1.AVOID DETAIL,SHEET 12
I
11
INTERFERENCE WITH i LU M ❑
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CHOOSING THE CORRECT C y
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LOCATIONS. DETAILQI 6 }U) a1n0Vd I
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LD
TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE I I w }
LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON a i
ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. i; INSTALLATION TYP.ANCHOR z W ❑
I� TYPE,EMBEDMENT > z LL
2)WOOD BUCKS DEPICTED ON THIS SHEETAS"1X-,ARE i i OPTION 2 AND EDGE apt •�sa0 seua5
BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-12'.1X INSTALLATION INSTALLATION DISTANCEPER '
I I ANCHORS DIRECTLY 2g SUBSTRATE,SEE � 11
WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION 1 I I 22 O 1`{LY+,v
DIRECTLY TO MASONRY.WOOD BUCKS DEPICTED AS'2X'ARE INSTALLATION ANCHORS 23 TYP.ANCHOR INTO MASONRY. t�.....j• ��i
TABLE 1,SHEET 1.
I TYPE,EMBEDMENT IIGEN,q ( '
1-12'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE INTO 2X WOOD. AND EDGE 1 pia' F '•����
OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS 1 1/4"MAX.SHIM OR
APPROVED BY THE AUTHORITY HAVING JURISDICTION. 24 i I DISTANCE PER 23 3.4 KSI NON-SHRINK, :• No.58705
SUBSTRATE,SEE NON-METALLIC
3)FOR ATTACHMENT TO METAL-THE STRUCTURAL MEMBER 2 �❑ TABLE I,SHEET I. GROUT-FULL =-O
❑ -
SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE LENGTH
FRAME OF THE DOOR,SIDELITE OR TRANSOM. FULL LENGTH 1/4-MAX,SHIM STATE ;•�4(i
4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR .•a.�.- f i�s •'•��RIDA•-.••�C�`
SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE 2X WOOD BUCKSTRIP O EMBEDMENT CONCRETE PER ' EMBEDMENT pNAL E�•�,�?�•�
SYSTEM. OR FRAMING,SEE ANCHOR /l1 11A
' 111 1111
NOTE; THIS SHEET REQUIREMENT ., I I
EDGE DISTANCE EDGE DISTANCE A LYNN MILLER,P.E.
P.E#58705 '
0
4.922' [ - 2.281- -�
4.565"
.582' Q °4
3.925" TT }�
} 1.457• 5„ )J
.SOD" .075' � ❑ � I VV
f�I .312' 1.750"
1.000• „•.. [ E3 1�^ 1a7 � PRODUCT REVISED
LU� O SIDELITE ADAPTER as comp1y1n8 with the Florida
O (� Building Code
#20003.Rigid PVC N.A
-N
o
.
20-0427.05
OFRAME HEAD&JAMB O FRAME SILL O PANEL RAIL&STILE Expiration Date:01/2312024
#20000,Rigid Cellular PVC #20001.Rigid PVC #20002,Rigid Cellular PVC 3.079" Dy.. 1.--7 I•ci, k
MIamF-Dade Product Control
1.503' 1.5DO" 2.146• 2A88"
1'087 c D)NO CHANGES THIS SHEET.
;'"AK-41820
.761'
.278" .374"
ulw-
�
W Co.080" 4.561• .tea
.080" 3.564' 3.518" .080' 3.518' .100" Er Y
3.518' ❑ W
.080' .08D" 3.918" > n eiW LD
O v rn U)
m
J_j p ❑
Z .C� -�
1.075" I j .868' �+- 1.075" W U d' -Ka-
HINGE 'ory
TOP&BOTTOM RAIL PANEL STILE 1.075• t.075' 1.D0D^ ~o Z`f DWI
STILE W.�
O REINFORCEMENT 6 REINFORCEMENT OREINFORCEMENT r-> � N
#20013,6063-T6 #20014,6063-TG #20015,6053-T6 ACTIVE INACTIVE 1"FRENCH Z LIL
O ASTRAGAL O ASTRAGAL 10 DOOR MULLION ¢ Oo
1 994" #20016.6063-T6 #20017,6063-TI6__ #2 0022,6063 T6 a❑f
13 1.140 41�4" O Iaa59"
vS
1450-
" .1075" .060" co
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O" Z Z a
840' OW INACTIVE BEVELED OGEE FRAME SCREW ADD-ON 1"MULLION ACTIVE R 1
13 ASTRAGAL COVER 14 BEAD 15 BEAD 16 COVER 7 FIN/FLANGE 18 CAP 19 ASTRAGAL COVER
8z F
#20004,Rigid PVC #20005,Rigid PVC #20006,Rigid PVC #20007,Rigid PVC #20008,Rigid PVC #20009,Rigid PVC #20011,Rigid PVC > W O
71-7'asap saua5
.935" 2.285' 1.012" I�L`�1.625• .901"
.632" 1 1.875" I 0.125" �A �{i' 1 I 1.041' .p60"
.386" .314"" 1 i1 .723" .930' .047" -L" } U " P�.• P '':`��'�_
.06, .191" - L+[
.050" 7TI' Tj 3" 05p+ J ,1e;•; NO.55705
SINGLE DOOR THRESHOLD ANCHOR THRESHOLD HINGE TRIM 7/16"SQUARE
20 ASTRAGAL COVER 22 COVER 23 PLATE 24 CAP 25 DRIP CAP 26 COVER 27 BEAD %0�'•. r(2 O �D
#20012,Rigid PVC #20057.6063-T5 #19031,6063-T6 #20020,6063 T6 #20021,6063-T6 #20023,Rigid PVC #20047,Rigid PVC %Cis'•��oRlor`,.
AL
A LY<JtS MI1L.R,P.E.
ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS,LTD. P.E#58705
TABLE 11:
62
/ sc PGT part Deription Material 23
DOOR HEAD 91
1 20000 Door 8 SldelilafTransom Main Frame Cellular PVC DOOR PANEL HEAD
2 20001 Door Frenie Sig Rlgld PVC
3 20002 Panel Stile 8 Rail Celhmr PVC 1 0 8 19
4 20003 Sidelite Adapter Rigid PVC 3
5 20013 Hinge Stile Relnforcomenl Alum.,606346 fi
6 20014 Panel Rail Reinforcement Alum.,6063-T6
7 20015 Panel Stile Reinfocement Alum.,6063-TS 1
B 20018 AoUw Asbagol Rigid PVC /
s 20017 1—ft.Astmgal RRIgidPVC
Va 28 1 PRODUCT REVISED
10 20022 1'French Door Mullion 063T6 /
as complying with the Florid
[14
2DD04 kocUw Astragal Cow VC 344 j'� 23 Building Coda
20005 1-1A6'Bevel Bead VC - � No/NJo. 20-0427.0 20006 1-1/16'Ogee goad VC 3 Expiration Date:01/23/202 200D7 Screw Corr VC /20008 Addan Rn/Flange VC ZD009 1'Mullion Cap VC 5By: 1 a'--Z 20011 Acthe Astragal Cowr PVCMIamFDade Product Control
20012 SingloDoo,AsbegalCover PVC DOOR / 3
20057 Th—hald Cover At=.,6083q5l JAMB /
23 19031 Anchor Plate Alum.,606316 a D)ADDED BACKBEDDING.
241 20020 11—hold Cover Alum.,6063'f6 / AK-4/9/20
251 2W21 IDdp Cap Rigid PVC
261 2DO23 IHN.Trim Cover Rigid PVC
271 2DO47 7116'Square Bead Rigid PVC fi7
28 PatWeatherstrip 35 ❑
29 167113 Frame Weatherstrip W
DOOR PANEL ^ag
31 714FPT410XW Framo-to-WWide Stab Screw.#14 X1-1/2'Ph.FH,76.625'O.C. Stainless Steel 26 / � Y
32 7S1D1X Frameio-Ner.Slob Screw.#10 XI'Ph.PH,28'O.C. Stainless Steel to
33 78X1FPr410 Reinforcement Screw.#8 X1'Ptf.FH,18'O.C. Stainless Steel 70 / i' HINGE STILE ❑ 7
34 710X2FPAX Frame Assambl Screw.#10 X2'Ph.FH Stainless Steel )•r ai°0 rn
35 714FPT410XW W-W Slab Assembly Sc—014 X1.1/2"Ph.FH stainless stool / DOOR PANEL 0 Lto
ID
36 714ZM25 N-W Slab Assembly Suew.#14 X2-1/4'Ph.FH Stainless Steel / 1§ r LOCK STILE ® 0- o a ❑
41 2DO26 Salting Block,85+/-5 duro. Vinyl / Z LL to
421 Backbeddmg:Dew995 or GE-77DO w Dow 791 or Dow 983 SiBcone
43 Argon Gas U U o '1g0
44 6F L5140 Fat Melt Butyl W Z 00 � u -N
45 1652 Setting Block fy1 fi:4'x 3/1fi',fly+/-5 dare. Neoparo W t
481 1614 1 Setting Block 112"x 1'x 1/8,85+1-5 dum. Neopefm 33 O> N 47-73 aw Hard—BOM,Table 12,Sheet 12 INSTALLATION O
80 20033 1--dw Astragal Ca AceLnl ANCHOR '- p O LL
91 20035 AGInu Aetragal Cap Acetal 71 32 Q ❑ O
ALL RIGID PVC AND RIGID CELLULAR PVC BY ENERGI FENESTRATION ': ❑ `-
SOLUTIONS USA,INC OR VISION EXTRUSIONS,LTD. / INTERIOR ® O Q 1aa4S
ANCHOR O.C.DIMENSIONS SHOWN AS MAXIMUM. O
O
c CID72 36 z U I¢— Z
33 F W ❑ afaoS
DOOR / LL z US
ANCHORISUBSTRATE MATERIAL PROPERTIES: JAMB 29 / w
Lo
Material Min.Fy Min.Fa Z O ❑
#12 Steel Screw F57ksi
120 ksi 3 > U LL
#12 18-8 Screw 95 ksi 24 / gnu •asap aaua5
#12 410 Screw 110 ksi 2
ElcolDeWaltAggre-Gatof® 96ksiSIDELITE/TRANSOM 34r3/16"Elco UltraGon 177 ksiJAMB WlNARROWxx .L.....3116'DeWelt UkraCon+ 164 ksi FRAME1/4"Elco U&aCon 177 ksi DOOR 6 ' No.587051/4"DeWalt UllraCon+ 184 ksi
174"410 SS Elco/DewaltlFlex 12 9.7 ksi SILL
184 2
D
6063-i5 Alumiw si ksi 18 _
A35 Steel 36 ksi 1 58 ksi O,�•.• SATE
Gr.33 Steel Stud 33 ksi 45 ksi SIDELITEITRANSOM %C`'S'••:cC DR1DP.•-'G?:
31 SILL WNVIDE FRAME '�.S/ONAL E:1`
lJ 1 (HEAD SIMILAR) A LYNNIMIILER,RE
P.E#58705
HARDWARE DETAILS&LOCATIONS
52,55 53.55
47-49 62,83
80 68
87
70-72
/ 52' /
/ l / PRODUCT REVISED
EQUALLY- as complying with the Florida
Building Code
7.05
SPACED / / E p�lon Date:01 23/o. 2 024
67
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TABLE 12: 9 K SIMILAR ,o O F- .-
# PGT Part# Description Material 0 O ra°vs
47 655032701 P3000 3-PT Rhino Lock(68"),Amesbury Inc. Stainless Steel HINGE DETAIL: # O c
48 666032702 P3000 3-PT Rhino Lack(over IT8"),Amesbury Inc. Stainless Steel o U W Z
49 71032X1 FPFX Rhino Lock Screw.1032 X 1"Phil.FH Stainless Steel 70 F w U, ar°as
52 20027 Adjustable Strike Plate Assembly,Amesbury Inc. Stainless Steel 1 a ro
53 2002a Center Strike Plate Assembly,Amesbury Inc. Stainless Steel O O -Z uO
54 7S101X Strike Plate Screw,()):#10 X 1"Phil.FH 410 S.S. `?
rc
551 7SX12PFHUX Strike Plate Screw,QN:#8 X 112"Phil.FH 410 S.S. j C1
60 7SB1202 Flush Bolt())Q T
ani °sao saves
61 7803725 Flush Bolt Rod()09
62 4 Flush Soft Guide
63 7832X112FPXP Flush Boll Guide Scr a"
Screw. X 112"Phil.FH 0 QiN I I I I N/
Y LY /yr
64 48033N Guide Pin 1,10ENS
65 78036 Flush Bolt Strike Plate()0q.Amesbury Inc. Stainless Steel
66 7832X12FPXP Flush Bott Strike Plate Screw,009:#8 X 3/4"Phil.FH 410 S.S. @ 0 No.58705
67 tetles Handle/Le%er 9/16"I �I
68 caries Dummy HandtelLeier I 4, I BEYOND i i --D f/�• '
70 20025 Butt Hinge,Amesbury Inc. Stainless Steel ���111 L -�JO TAoa�
71 71032X1FPFX Hinge,Slab Screw:#1D32 X 1"Phil FH Stainless Steel T
72 7SI01X Hinge,Frame Screw.#10 X 1"Phil.FH Stainless Steel FLUSH BOLT DETAIL: '•F�ORIDh,.•'G��\
ONAL EN�`�
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A LYNN I ER.r ER,P.E.
P.Ep 58705