HomeMy WebLinkAboutNOAM IAM I•DADE
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE NOA
Regency PIus, Inc.
2000 Locust Gap Highway
Mount Carmel, PA 17851
MIAMI—DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miam idade.govlbuilding
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,
includine the Hieh Velocitv Hurricane Zone.
(DESCRIPTION: Series "5405" White PVC Horizontal Sliding Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. RPLS0063, titled "Series 5405 Vinyl XO-OX Horizontal Sliding
Window — LMI", sheets 1 through 10 of 10, dated 01112/09, with revision L dated 10/20/20, prepared by PTC
Product Design Group, LLC, signed and sealed by Robert J. Amoruso, 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. 20-0526.03 and consists of this page 1, evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao, P.E.
J NOA No. 20-1103.09
�r Expiration Date: July 22, 2025
0 1 /21 /2021 Approval Date: January 21, 2021
Page 1
Reuncy Plus, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-121012)
2. Drawing No. RPLS0063, titled "Impact Series 5405 Horizontal Slider Window",
sheets 1 through 6 of b, dated 11/26/08, with revision J dated 01108118, prepared by
PTC Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E.
(Submitted under NOA No. 18-012212)
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
b) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of a white PVC horizontal
sliding window, prepared by National Certified Testing Laboratories, Test Report No.
NCTL-110-11507-1, dated 08/18/08, revised on 09/03/08 and signed and sealed by
Harold Rupp, P.E. (Submitted under NOA No. 08-1210.12)
along with marked -up drawings and installation diagram of series 5405 horizontal
sliding vinyl window, prepared by National Certified Testing Laboratories, Test
Report No. NCTL-110-22724-1, dated 04/27/20, signed and sealed by Joseph A.
Reed, P.E. (Submitted under NOA No. 20-0526.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014), dated 03/31/15, with revision dated 09101/15, and updated to the FBC
61h Edition (2017) with revision 1 dated 04/29/20, prepared by PTC Product Design
Group, LLC, signed and sealed by Robert J. Arnoruso, P.E.
(Submitted under NOA No. 20-0526.03)
2. Glazing complies with ASTM E1300-04
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" dated 05/09/19,
expiring on 07/08/24.
2. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions
USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and
Doors, approved on 03/08/18, expiring on 02/28/23. Z1_ _; �
Sifang Zhao, P.E.
Prod
N0A No. 20-1103.09
Expiration Date: July 22, 2025
Approval Date: January 21, 2021
E-1
Reuncy Plus, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6" Edition (2017), and of no
financial interest, dated May 15, 2020, prepared by PTC Product Design Group, LLC,
signed and sealed by Robert J. Amoruso, P.E.
2. Proposal No. 19-0312 issued to Regency Plus, Inc. by the Product Control Section,
dated May 15, 2019, signed by Manuel Perez, P.E.
G. OTHERS
1. Notice of Acceptance No. 18-0911.04, issued to Regency Plus, Inc. for their Series
"5405" White PVC Horizontal Sliding Window — L.M.I., approved on 10/11/18 and
expiring on 07/22/20.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. RPLS0063, titled "Series 5405 Vinyl XO-OX Horizontal Sliding
Window — LMI", sheets 1 through 10 of 10, dated 01/12/09, with revision L dated
10/20/20, prepared by PTC Product Design Group, LLC, signed and sealed by Robert
J. Amoruso, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC Th Edition (2020), and of no
financial interest, dated 10/20/2020, prepared by PTC Product Design Group, LLC,
signed and sealed by Robert J. Amoruso, P.E.
G. OTHERS
1. Notice of Acceptance No. 20-0526.03, issued to Regency Plus, Inc. for their Series
"5405" White PVC Horizontal Sliding Window — L.M.I., approved on 07/02/20 and
expiring on 07/22/25.
Sifang Zhao, P.E.
NOA No. 20-11D3.09
Expiration Date: July 22, 2025
Approval Date: January 212021
E-2
REGENCY PLUS, INC.
SERIES 5405 VINYL XO-OX HORIZONTAL SLIDING WINDOW
LARGE MISSILE IMPACT
INSTALLATION ANCHORAGE DETAILS
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 7th EDITION (2020) FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2. 2X WOOD FRAMING, 1X OR 2X WOOD BUCK, METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND CONCRETE/MASONRY OPENING IS
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL. WHEN 1X BUCK IS USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND I BUCK INTO CONCRETE/MASONRY SUBSTRATE. WHEN USED, 1X BUCKS SHALL BE
DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR
MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201. TAS 202 AND TAS 203. SEE TEST REPORT NO. NCTL-110-22724-1, DATED 04/27/20 BY NATIONAL CERTIFIED TESTING LABORATORIES, YORK, PA, SIGNED AND SEALED BY HAROLD
RUPP. FLORIDA P.E. VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO. 19-0312,
5. MATERIAL:
5A. FRAME: EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA, INC. PER CURRENT MIAMI-DADE NOA.
5.2. REINFORCEMENT:
5.2.1, GALVANIZED STEEL TUBE (0.730" X 0.434" X 0.06" THICK, Fy = 30-50 ksi & Fu = 37.5-68.7 ksi) - SASH PERIMETER
522. GALVANIZED STEEL TUBE (0.935" X 0.730" X 0.05" THICK, Fy = 30-50 ksi & Fu = 37.5-68.7 ksi) - FIXED MEETING RAIL
5.2.3, LAMINATE GLASS INTERLAYER: TROSIFOL INTERLAYER BY KURARAY AMERICA, INC. PER CURRENT MIAMI-DADE NOA.
6. GLAZING:
6.1. GLAZING DETAIL AS TESTED:
6.1.1. OVERALL: 718" NOMINAL INSULATING LAMINATED GLASS_
6.12. GLASS THICKNESS: (1) LITE OF 118" NOMINAL TEMPERED GLASS TO THE INTERIOR AND (1) LITE OF LAMINATED GLASS TO THE EXTERIOR.
&1.3. LAMINATED LITE: (2) LITES OF 118" NOMINAL ANNEALED GLASS SEPARATED BY A 0.090" TROSIFOL INTERLAYER BY KURARAY AMERICA, INC.
6.1.4_ SPACER TYPEISIZE_ 7116" NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER (TYPE SS-D).
&1.5. GLAZING SYSTEM: INTERIOR GLAZED WITH (2)-LEAF DUAL DUROMETER AND SIKA FLEX "552" BACKBEDDING WITH A SNAP -IN (2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD.
6.2. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER. GASKET
MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER WHERE APPLICABLE.
6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT.
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ.
8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1116" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 114",
9. FOR ANCHORING INTO CONCRETE/MASONRY USE 114" FLAT HEAD TAPCONS (CS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 112" MINIMUM EDGE DISTANCE AND 1" MINIMUM EMBEDMENT
INTO MASONRY WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4" MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED. ANCHOR LOCATIONS HAVE +1- 1"TOLERANCE.
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING:
10.1. #12 FLAT HEAD WOOD SCREWS (WS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3I8" MINIMUM EMBEDMENT INTO SUBSTRATE
WITH 718" MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF 2" ON CENTER. LOCATE ANCHORS AS
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +I- 1" TOLERANCE.
10.2. #14 FLAT HEAD WOOD SCREWS (WS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1I2" MINIMUM EMBEDMENT INTO SUBSTRATE
WITH 1" MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF 2" ON CENTER. LOCATE ANCHORS AS
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +I- 1" TOLERANCE.
11. FOR ANCHORING INTO METAL STRUCTURE USE #14 FLATHEAD SHEET METAL OR SELF DRILLING SCREWS (SMS) WITH SUFFICIENT
LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314" MINIMUM EDGE DISTANCE AND
MINIMUM ANCHOR -TO -ANCHOR SPACING OF 2" ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATkONS AND INSTALLATION
DETAILS. ANCHOR LOCATIONS HAVE+1- 1"TOLERANCE.
12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM STRENGTH SPECIFIED BELOW:
13.1. WOOD - MINIMUM SPECIFIC GRAVITY OF (G) 0.42 (NON-HVHZ) AND 0,55 (HVHZ)
13.2, CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI
13.3, MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT WITH DENSITY > 117 PCF
13.4, METAL SUBSTRATE: STEEL 18GA (0.0428"), Fy = 33KSI 1 Fu = 45 KS OR ALUMINUM 6063-T5 0,048" THICK MINIMUM.
13AA- STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS.
TABLE OF CONTENTS
SHEET
DESCRIPTION
1
NOTES
2
ELEVATION AND ANCHOR LAYOUT (WS AND CS SCREWS)
3
ELEVATION AND ANCHOR LAYOUT (SMSITAPPINGISELF-DRILLING SCREWS)
4
VERTICAL SECTIONS - COMPONENT ID
5
HORIZONTAL SECTIONS - COMPONENT ID & FRAME CORNER CONSTRUCTION
6
VERTICAL SECTIONS - WOOD AND CONCRETE/MASONRY SUBSTRATE ANCHORAGE
7
VERTICAL SECTIONS - METAL SUBSTRATE ANCHORAGE & INSTALLATION NOTES
8
HORIZONTAL SECTIONS - WOOD, CONCRETE/MASONRY & METAL SUBSTRATE
ANCHORAGE
9
COMPONENTS
10
BILL OF MATERIALS & GLAZING DETAILS
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INSTALLATION NOTES:
1. HEAD AND SILL ANCHORAGE THE SAME.
2. JAMB ANCHORAGE SAME.
3. +/- 1" TOLERANCE ON ANCHOR LOCATION.
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3.2. WOOD AND TAPPING SCREW MINIMUM SPACING IS 4" OC.
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Florida P.E. No. 49752
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 29-1103.99
Expiration Date07/2212025
By -
Miami -Dade Product Control
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Florida P.E. No. 49752
PRODUCT REVISED
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NOA-No. 20-1103.09
Expiration vate07/2212025
By
Miami -Dade Product Control
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PROPERLY SECURED 1X
WOOD BUCK BY OTHERS
(SEE NOTE 3, SHT, 1)
WOOD BUCK PROTECTION BY
OTHERS (SEE NOTE 3, SHEET 1)
CONCRETE BY OTHERS
(SEE NOTE 2, SHT. 1)
EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK —
BY OTHERS
WINDOW EXTERIOR
HEIGHT
PERIMETER CAULK
BY OTHERS
EXTERIOR FINISH -
BY OTHERS
CONCRETE BY OTHERS
(SEE NOTE 2, SHT, 1)
PROPERLY SECURED 1X
WOOD BUCK BY OTHERS
(SEE NOTE 3, SHT. 1)
WOOD BUCK PROTECTION -
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#12 OR #14 WOOD SCREW
INSTALLATION ANCHOR
#14 WS: 1" MIN. EDGE DIST.
#12 WS: 7/8" MIN. EDGE DIST.
SHEATHING
BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK
BY OTHERS
EXTERIOR
ANCHOR -TO -SUBSTRATE
EDGE DISTANCES ARE
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MEASURED TO BOTH
SIDES OF SUBSTRATE
1 /4" MAX.
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PERIMETER CAULK
BY OTHERS
PROPERLY SECURED 1X
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(SEE NOTE 2, SHT. 1)
2X WOOD
BY OTHERS
(SEE NOTE 2, SHT. 1)
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1 /4" MAX.
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#12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X
#12 OR #14 WOOD SCREW WOOD BUCK BY OTHERS
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Florida P.E. No. 49752
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-1103.09
Expiration uateO712212025
By
Miami -Cade Product Control
3/4" MIN.
EDGE DIST.
(TYP. )
EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK
BY OTHERS
EXTERIOR
PERIMETER CAULK
BY OTHERS
EXTERIOR FINISH
BY OTHERS
#14 SHEET METAL
SCREW/SELF—DRILLING SCREW
INSTALLATION ANCHOR
METAL SUBSTRATE
BY OTHERS
(SEE NOTE 2, SHT. 1 )
3 THREADS MIN.
EMBEDMENT BEYOND
INTERIOR WALL 1 /4" MAX.
r SHIM SPACE
ANCHOR —TO —SUBSTRATE
EDGE DISTANCES ARE
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INTERIOR
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(TYP,)
#14 SHEET METAL
SCREW/SELF—DRILLING SCREW
INSTALLATION ANCHOR
1/4" MAX.
SHIM SPACE
INSTALLATION NOTES:
1, APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING:
1.1. WOOD FRAMING,
12_ STEEL STUD FRAMING,
1.3. ALUMINUM FRAMING, AND
1A, CONCRETE AND/OR MASONRY.
2, 2X WOOD FRAMING, I OR 2X WOOD BUCK, METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE
DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND
CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
WINDOW 3• 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL. WHEN I BUCK IS USED, INSTALLATION ANCHORS WILL
HEIGHT PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE. WHEN USED, 1X
BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. DISSIMILAR MATERIALS MUST BE
SEPARATED WITH APPROVED COATING OR MEMBRANE_ SELECTION OF COATING OR MEMBRANE IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3 THREADS MIN.
EMBEDMENT BEYOND
INTERIOR WALL
METAL SUBSTRATE
BY OTHERS
(SEE NOTE 2, SHT. 1)
)_�MWTL SECTTUNLl BSTRATE
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16"
OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4"-
5, FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4" FLAT HEAD TAPCONS (CS) WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2" MINIMUM EDGE DISTANCE AND 1"
MINIMUM EMBEDMENT INTO MASONRY WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN
ELEVATIONS AND INSTALLATION DETAILS, 4" MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.
ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE.
6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING:
6.1. #12 FLAT HEAD WOOD SCREWS [WS] WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM
EMBEDMENT INTO SUBSTRATE WITH 7/8" MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR
SPACING OF 2" ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE.
6.2, #14 FLAT HEAD WOOD SCREWS (WS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM
EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR
SPACING OF 2" ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE.
FOR ANCHORING INTO METAL STRUCTURE USE #14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS
(SMS) WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL
WITH 3/4" MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF 2" ON CENTER. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1"
TOLERANCE.
8, INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY.
9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH
ASTM E2112.
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Florida P.E. No. 49752
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-1103.09
Expiration Date07/22/2025
By -
Miami -Dade Product Control
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2X WOOD
FRAME BY OTHERS
(SEE NOTE 2, SHT. 1)
#14 WS: 1 1/2" MIN. EMBEDMENT
#12 WS: 1 3/8" MIN. EMBEDMENT
#12 OR #14 WOOD SCREW
INSTALLATION ANCHOR
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#12 WS: 7/8" MIN. EDGE DIST.
PROPERLY SECURED 1X
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(SEE NOTE 2, SHT. 1)
SHEATHING
BY OTHERS
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1
EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK
BY OTHERS
C VERTICAL SECTION
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INTERIOR SHIM AS REQUIRED
PERIMETER CAULK
BY OTHERS
INTERIOR
EXTERIOR
ANCHOR —TO —SUBSTRATE
EDGE DISTANCES ARE
TYPICAL AND
MEASURED TO BOTH
SIDES OF SUBSTRATE
#14 SHEET METAL
SCREW/SELF—DRILLING SCREW
INSTALLATION ANCHOR
/ 3/4" MIN.
EDGE DIST. (TYP.)
3 THREADS MIN.
EMBEDMENT BEYOND INTERIOR WALL
METAL SUBSTRATE BY OTHERS
(SEE NOTE 2, SHT. 1)
EXTERIOR FINISH
BY OTHERS
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PRODUCT REVISED
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Building Cade
NOA-No. 20-1103.09
Expiration Date 071221202 5
By
Miami -Dade Product Control
MAIN FRAME
`-' WHITE RIGID PVC
TYP. WALL TICKNESS 0.070"
�4.170"
2.730"
1.400"
3.250"
SASH STOP FRAME
`_' COVER
WHITE RIGID PVC
TYP. WALL THICKNESS 0.07D ��
0.565"
1.535"
POCKET COVER
WHITE RIGID PVC
TYP. WALL THICKNESS 0.070"
1.078
1.878
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WHITE RIGID PVC
TYP. WALL THICKNESS 0.070"
t.a7s
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WHITE RIGI❑ PVC
TYP. WALL THICKNESS 0.070"
1.656" 1.0001'
1.530"
POCKET INSERT
4 WHITE RIGID PVC
TYP. WALL
THICKNESS 0.070"
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7 WHITE RIGID PVC
TYP. WALL THICKNESS 0.066"
2.080
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0.306"
0.953"
1.121"
INTERLOCK COVER
1 1 WHITE RIGID PVC
TYP. WALL THICKNESS 0.075"
0.914"
1.722"
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WHITE RIGID PVC
TYP. WALL TICKNESS 0.065"
a.2sa
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STEEL - ZINC COATE❑
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0.176" 0.323"
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PRODUCT REVISED
as complying with the Florida
Building Code
NOA-Na. 20.1103.09
Expiration Date 071221202 5
By - -.
Miami -Dade product Control
Series 5405 X❑ Horizontal Slider/ Bill of Material
Item No. Description I Part Numbers ISupplier I Material or Note
Frame Corn onents
1
Master Frame
IV White 1060/7780
Energi I Royal
White PVC (2)
2
Sash Stop Frame Cover Head
IV White 1070/7736
Energi I Royal
White PVC (2)
3A
Pocket Cover
IV White 1073/7724
Ener9i I Rv al
White PVC 2
36
Pocket Cover
IV White 177617739
Energi I Royal
White PVC 2
4
Pocket Insert
IV White 1079/7737
EneM i I Royal
White PVC (2)
5
Glazing Bead Fixed Section
IV White 1103/7726
Energi IRoyal
White PVC (2)
6
Glazing Bead Fixed Section
IV White 108017753
Energi IRoyal
White PVC 2
7
Impost Mullion Fixed Section
IV White 106317735
Energi IRoyal
White PVC (2)
8
Sash Frame (Operating Sash)
IV White 128217750
Energ i I Royal
White PVC (2)
9
Glazing Bead Slop (Operating Sash 1 Vents
IV White 106717745
Ener i I Ro al
White PVC 2
10
Glazing Liftrail Handle (Operating Sash) I Vent
IV White 106817747
Energi I Royal
White PVC (2)
11
Interlock Cover (Operating Sash)! Vent
IV White 1180/7727
Energ i I Royal
White PVC (2
12
Sash Cover (Operating Sash)/ Vent
IV White 107817725
Energi 1 Royal
White PVC 2)
Reinforcement
13
Operating Sash 1 Reinforcement
ST-226-144-0.052
Hygrade Metals
.06" Galy. (1
14
1 Impost Mullion (Fixed Meeting Rail) Reinforcement
I ST-088-168-0.062
Hygrade Metals
.05" Galy. (1)
15
1 # 6 x 518" Tek I Reinforcement Fastener
1117595
GLF Corporation
Weatherstri in
16
.210 x .300 Fin Seal Pocket Cover/107317724
W23303NW0000
Ultra -Fab
16
.210 x .300 Fin Seal Pocket Cover 11073 17724
W23303NW0000
Ultra -Fab
16
.210 x .300 Fin Seal Impost Mullion/1063/7735
W23303NW0000
Ultra -Fab
17
.187 x .300 Fin Seal Interlock Cover 11180I7727
W23301NW0000
Ultra -Fab
17
.187 x .300 Fin Seal Interlock Cover (Top 1 B locks) 11180 17727
W23301 NW0000
Ultra -Fab
17
.187 x .300 Fin Seal Sash Frame 11282 177501 Energi
W23301 NW0000
Ultra -Fab
17
.187 x .300 Fin Seal Sash Frame/1282/7750 / Exterior Top
W23301 NW0000
Ultra -Fab
18
1 .210 x .220 Fin Seal Sash Frame 11282 17750 1 Exterior Base
IW23223NWOOOO
I Ultra -Fab
19
1.270 x .220 Fin Seal Sash Frame !Single Leg Screen Frame
IW112257WO000
Ultra -Fab
Glazin
20
Wet Glaze (Operating Sash) I (Fixed Section)
552 Sikaflex Black
Sika US
21
E366 2.7mm 10.9.0 PVB Interla er IG
Hurricane Laminate Impact
Cardinal
22
Glass Setting Blocks Fixed Base
2NB-BK-0.125-032-064
Frank Lowe
23
Glass Setting Blocks Sash Base
2NB-8K-0.125-028-028
Frank Lowe
24
ENDUR IG with XL Edge SS S pacer SS-D TYPE
—
Cardinal
Stainless Steel
Screen Components (not all components ID'ed in section views)
25
Single Leg Frame New White
06516NEW192
Shapes Unlimited
26
Double Leg Frame New White
06515NEW192
Shapes Unlimited
27
Tension Springs
2584
Adept
28
Fiberglass Screen Cloth Charcoal128" x 600'
3002606
Phifer
29
Screen Spline H 1 W
EX-FLX-Q165-BK
Im erial Plastic USA
30
Aluminum Comer Keys
CK252X260
H gradeMetals
31
Screen Clip Clear
H-3150
I Product Design
Misc. Components, Hardware and Hardware Fasteners (not all com ponents ID'ed in section views)
32
Weep Hole Cover White
H-808WHZ
Product Design
33
Stainless Steel Ball Bearing Rollers
WR03-R3
ProductDesi n
34
Black Glazing Tape 118 x 318 x 85' (Fixed Section)
VEN-VG-1208B
Industrial Sales
35
Interlock Cover (Op eratin Sash)! Vent
HH-66 Vinyl Cement
RH Products
36
Liftrail End Caps White
00156-0001
S.I.L. Plastic
37
Stainless Steel Staples 3I8 x 112 Sash
BEA 80110
Smith Staple
38
30PP12-18P50-9116 X1 318 X 3 Foam Block
W0611022
Lindenme r
39
Hurricane Grade Spring
CS025
James Spring Wire
40
Accessory Parts Installation Translucent
02-MX0150010C2
Nova and Silicones
41
Hurricane Tilt Latch
1057A-003-EW
Vision Industries
42
Safe Seal Lock
3220SS-003•EW
Vision Industries
43
Safe Seal Keeper
8292A-003-EW
Vision Industries
44
# 8.18 x 0.850 Flat Wafer Shoulder 1 Sash I Hurricane Latch
137341
GLF Corporation
45
# 8 x 1 114" Tek White I Locks
120376
GLF Corporation
46
# 6 x 1" Tek White 1 Keepers
116821
GLF Corporation
47
# 6 x 1 114" Tek White I Impost Mullion Rebar
166180
GLF Corporation
48
# 8 x 3 112" Phil Pan HD SMS Salt Spray I Impost Mullion
120913
GLF Corporation
49
# 0625 x 0.194 Washer 1 Impost Mullion
145030
GLF Corporation
50
# 5 x 318" Tek I Screen Clips White
116506
GLF Corporation
51
CAM Type Sweep Lock
32205S -003-EW
Truth Hardware
52
Face Mounted Keeper
Truth Hardware
'Steel
Installation Fasteners
52
1 #12 OR #14 WOOD SCREW
nla
nla
Steel
53
114" ADVANCED THREAD FORM TAPCON
nla
ITW
Steel
54
1 #14 SHEET METAL OR SELF -DRILLING SCREW
n1a
nla
Steel
(1) Hygrade Metals Specification! AISI 1005to 1010, CS Type Aand s, 30ksi to 50ksi Yield Strength, 640Galvanized
(2) ENERG I FENESTRATION SOLUTIONS USA, INC., PER CURRENTMIAMI-DADE NOTICE OF ACCEPTANCE INOA).
112" GLASS BITE
718" O.A. LAMINATED GLASS
1 INTERIOR CONSISTING OF: EXTERIOR
LAMINATED GLASS - (2) NOMINAL 118"
ANNEALED GLASS WI 6.090"
KURARAY AMERICA INC. TROSIFOL
❑ I INTERLAYER, 7116" AIRSPACE W1
STAINLESS STEEL SPACER (TYPE
SS-D), INTERIOR 1/8" TEMPERED
GLASS
GLAZING DETAIL I
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KURARAY AMERICA INC.
TROSIFOL INTERLAYER, 7116"
AIRSPACE W1 STAINLESS STEEL
SPACER (TYPE SS-D), INTERIOR
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Robert J. Amoruso, P.E.
Florida P.E. No. 49752
+'L': No 49 52 Q
STATE O :��►
■40
56
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-1103.09
Expiration Date 07/2212025
By
Miami -Dade Product Control