HomeMy WebLinkAboutNOA Horizontal Rolling Window• F6Ei79EVVED FQ�R
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rilpW1111 C. ST. 9 UCIE COUNTY
MIAMI-DADE COUNTY
i !!o V ��dyCv� ODUCT CONTROL SECTION
BOCC 907-0 " 11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) ��- Miami, FL 33175
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
2000 Locust Gap Highway
Mt. Carmel. PA 17851
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
DESCRIPTION: Series "Tech 5505 Vinyl' Horizontal Rolling Window (XOX) — L.M.I.
APPROVAL DOCUMENT: Drawing No. RPLS0078, titled "Series Tech 5505 Vinyl Horizontal Sliding
(XOX) Window - L.M.I", sheets 1 through 9 of 9, dated 12/05/2018, with revision "A" dated 10/20/2020,
prepared by PTC Product Design Group, LLC, signed and sealed by Robert James 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.
1 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/ series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#19-0124.04, consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao, P.E.
Miar11•DaoEcauNnr NOA No. 20-1103.04
�r xpiration Date: July 03, 2024
■�u FILE CO
proval Date: January 21, 2021
01 /21 /2021 Page 1
Regency 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# 19-0124.04)
2. Drawing No. RPLS0078, titled "Series Tech 5505 Vinyl Horizontal Sliding (XOX)
Window - L.M.I", sheets 1 through 9 of 9, dated 12/05/2018, prepared by PTC
Product Design Group, LLC, signed and sealed by Robert James Amoruso, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of extruded vinyl frame
horizontal sliding windows, prepared by National Certified Testing Laboratories, Test
Report No. NCTL-110-21458-1, dated 10/18/18, signed and sealed by Harold E.
Rupp, P.E. (Submitted under NOA# 19-0124.04)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th
Edition (2017), dated 01/08/2019, prepared by PTC Product Design Group, LLC,
signed and sealed by Robert James Amoruso, P.E.
(Submitted under NOA# 19-0124.04)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. NOA 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. NOA No. 18-0122.02 issued to Energi Fenestration Solutions USA, Inc., for their
"White Rigid PVC Exterior Extrusions for Windows and Doors, expiring on
02/28/23.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-61'' Edition (2017), and of no
financial interest, dated 01/18/2019, issued by PTC Product Design Group, LLC,
signed and sealed by Robert James Amoruso, P.E.
(Submitted under NOA# 19-0124.04)
G. OTHERS
1. None.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-1103.04
Expiration Date: July 03, 2024
Approval Date: January 21, 2021
E - 1
Regency Plus, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. RPLS0078, titled "Series Tech 5505 Vinyl Horizontal Sliding (XOX)
Window - L.M.I", sheets 1 through 9 of 9, dated 12/05/2018, with revision "A" dated
10/20/2020, prepared by PTC Product Design Group, LLC, signed and sealed by
Robert James 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. NOA 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. NOA No. 18-0122.02 issued to Energi Fenestration Solutions USA, Inc., for their
"White Rigid PVC Exterior Extrusions for Windows and Doors, expiring on
02/28/23.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-7' Edition (2020), and of no
financial interest, dated 10/20/2020, issued by PTC Product Design Group, LLC,
signed and sealed by Robert James Amoruso, P.E.
G. OTHERS
1. Notice of Acceptance No. 19-1024.04, issued to Regency Plus, Inc. for their Series
"Tech 5505 Vinyl" Horizontal Rolling Window (XOX) — L.M.I., approved on
07/03/19 and expiring on 07/03/24.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 20-1103.04
Expiration Date: July 03, 2024
Approval Date: January 21, 2021
E-2
REGENCY PLUS, INC.
SERIES TECH 5505 VINYL HORIZONTAL SLIDING (XOX) WINDOW
LARGE MISSILE IMPACT RESISTANT
NOTES: INSTALLATION ANCHORAGE DETAILS
1. 1 HE 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 (H
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 CONCRETEIMASONRY 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 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.
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201, TAS 202 AND TAS 203. SEE TEST REPORT NO. NCTL-110-21468-1, DATED 10118/18 BY NATIONAL CERTIFIED TESTING LABORATORIES, YORK, PA, SIGNED AND SEALED BY HAROLD
E. RUPP, FLORIDA P.E.
5. MATERIAL:
5.1. FRAME: EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA, INC. PER THE CURRENT MIAMI-DADE NOA.
5.2. REINFORCEMENT:
5.2.1. GALVANIZED STEEL BAR (0.72" X 0.355", Fy = 30-50 ksi & Fu = 37.5-68.7 ksi) - ACTIVE STILES
5.2.2. GALVANIZED STEEL GCHANNEL (0.73" X 0.434" X 0.060" THICK, Fy = 30-50 ksi & Fu = 37.5.68.7 ksi) - RAILS AND FIXED MEETING STILE.
5.2.3. GALVANIZED STEEL TUBE (0.935' X 0.73" X 0.060" THICK, Fy = 30-50 ksi & Fu = 37.5-68.7 ksi) - FIXED MEETING STILE
5.3. LAMINATE GLASS INTERLAYER: TROSIFOL INTERLAYER BY KURARAY AMERICA, INC. PER THE CURRENT MIAMI-DADE NOA.
6. GLAZING:
6.1. GLAZING DETAIL AS TESTED:
6 1.1. OVERALL: 718" NOMINAL INSULATING LAMINATED GLASS.
6.1.2. GLASS THICKNESS: (1) LITE OF 1/8" NOMINAL TEMPERED GLASS TO THE INTERIOR AND (1) LITE OF LAMINATED GLASS TO THE EXTERIOR.
6.1.3. LAMINATED LITE: (2) LITES OF 1/8" NOMINAL ANNEALED GLASS SEPARATED BY A 0.090" TROSIFOL INTERLAYER BY KURARAY AMERICA, INC.
6.1.4. SPACER TYPE(SIZE: CARDINAL XL EDGE 7/16' STAINLESS STEEL SPACER (TYPE SS-D).
6.1.5. 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.
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.
S. 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".
9. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4' HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" 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" TOLERANCE;
HOWEVER MINIMUM REQUIREMENTS MUST BE MET.
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING:
10.1. #12 PAN 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; HOWEVER MINIMUM REQUIREMENTS MUST BE MET.
10.2. #14 PAN 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; HOWEVER MINIMUM REQUIREMENTS MUST BE MET.
11. FOR ANCHORING INTO METAL STRUCTURE USE #14 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS 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- 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 STRUCTURE, MINIMUM: STEEL 18GA (0.0428'), Fy = 33KSI / Fu = 45 KSI OR ALUMINUM 6063-T5 0.048" THICK MINIMUM
13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS.
14. APPROVED CONFIGURATIONS: XOX, OX AND XO. OX AND XO INSTALLATION MUST MEET THE FOLLOWING PARAMETERS.
14.1. FRAME HEIGHT WILL NOT EXCEED THAT OF THE XOX. OPERABLE SASH SIZE WILL NOT EXCEED THAT OF THE XOX.
FRAME WIDTH WILL BE LIMITED BY SASH SIZE AND DLO LIMITATIONS.
14.2. DAYLIGHT OPENING (DLO) WILL BE THE SAME AS OR LESS THAN THAT SHOWN ON SHEET 2.
14.3. ANCHOR LOCATION AND QUANTITIES USED IN INSTALLATION WILL MEET OR EXCEED THOSE REQUIRED OF THE XOX
14.4. WEEP HOLE QUANTITY, LOCATION AND SPACING WILL MEET THOSE OF THE XOX. SPACING CAN BE REDUCED AS NEEDED
DUE TO THE LOWER FRAME WIDTH.
TABLE OF CONTENTS
SHEET
DESCRIPTION
1
NOTES
2
ELEVATION & ANCHOR LOCATION
3
VERTICAL INSTALLATION DETAILS
4
VERTICAL INSTALLATION DETAILS, GLAZING AND INST. NOTES
5
HORIZONTAL INSTALLATION DETAILS
6
CONSTRUCTION DETAILS
7 & 8
BILL OF MATERIALS
9
COMPONENTS
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-1103.04
Etplrattiionn Date 07/03/2024
By 9 �'
Miami -Dade Product Control
I fl -!
=LL
ON F
Robert J. Amoroso, P.E.
Florida P.E. No. 49752
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PTC Product Design Group, LLC
PO Box 520775
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321-690-1788 Info@pto-wrp.mm
FSPE Certificate of Authorization
No. 25935
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32" MAX.
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WIDTH
41" MAX. DLO
WIDTH
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DLO WIDTH
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111" MAX. FRAME WIDT
SERIES 5505 VINYL HORIZONTAL SLIDING XOX WINDOW
EXTERIOR VIEW
10" MAX. 11" MAX.
9" MAX. TYP. --� �- 10" MAX.
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5-1/2" MAX. TYP.
3" MAX. TYP.-7Lr4"
MAX. TYP, NOTES:
1. HEAD AND SILL ANCHORAGE THE SAME.
9" MAX. TYP.
g" MAX. TYP, 2. 1/_ 1" TOLERANCE ON ANCHOR LOCATION.
2.1. TAPCON MINIMUM SPACING IS 4" OC.
9" MAX. TYP.
2.2. WOOD AND TAPPING SCREW MINIMUM
SPACING IS 2" OC.
SERIES 5505 VINYL HORIZONTAL SLIDING XOX WINDOW
EXTERIOR VIEW - ANCHORAGE
13" MAX. TYP
5ESIGN PRESSURE RATING (PSF) I IMPACT RATING
�I
+55.0/-55.0
�+RGE MISSILE
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IMPACT-I�//
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NOTES:
1. MAXIMUM ACTIVE PANEL SIZE: 32" X 59-7/8"
2. DAYLIGHT OPENING (DLO) SIZE:
2.1.
ACTIVE.: 28-3/4" X 56-5/8"
2.2.
FIXED: 41" X 57-1/2"
3. WEEP
HOLE SIZE AND LOCATIONS
3.1.
INTERIOR SILL INSERT
3.1.1.
SIZE: 0. 75" WIDE BY 0.180" HIGH
NOTCH
3.1.2.
LOCATION: EACH END AND
31.5")FROM EACH END OF THE
INTERIOR SILL INSERT
3.2.
EXTERIOR SILL TRACK
3.2.1.
0.75" WIDE BY 0.25" HIGH NOTCH
3.2.2.
LOCATION: EACH END OF THE
EXTERIOR SILL TRACK
3.3.
INTERIOR SILL TRACK
3.3.1.
SIZE: 0.375" DIAMETER
3.3.2.
LOCATION: 16.5" AND 32.5" FROM
EACH END AND MIDSPAN OF THE
INTERIOR SILL TRACK
3A.
EXTERIOR SILL TRACK
3.4.1.
SIZE: 1" WIDE BY 0.25" HIGH
3.4.2.
LOCATION: EACH END OF THE
EXTERIOR SILL TRACK
3.5.
EXTERIOR SILL FACE
3.5.1.
SIZE: 1.25" WIDE BY 0.25" HIGH WITH
PLASTIC WEEP COVER
3.5.2.
LOCATION: 3" FROM EACH END OF
THE EXTERIOR SILL FACE
4. SEE GLAZING DETAIL SHEET 4 OF 9.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-1103.04
Expiration Date 07103/2024
By l
Mlaml-Dade Product Control
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PTC Product Design Group. LLC I
Po Box 520775
Longwood, FL 32752-0775
32"90.1788 info@ptomrp.com
FBPE Car ifiwte of Authorization
No. 25935
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
1/4" TTW TAPCON
INSTALLATION ANCHOR
1 1/2" MIN.
I EDGE DIST.
c v 1 1/2" MIN.
d EMBEDMENT
f 1/4" MAX.
SHIM SPACE
#12 OR #14 WOOD
INSTALLATION
#14 WS: 1" MIN. EDGE DIST.
#12 WS: 7/8" MIN. EDGE DIST.
SHEATHING
EXTE
PERIMETER CAULK
BY OTHERS
L VERTICAL SECTION
CONCRETESUBSTRATE
WINDOW EXTERIOR (::OPERABLE PANEL SHOWN, INTERIOR EXTERIOR
urrnur FIXED SIMILAR
PERIMETER CAULK
BY OTHERS
EXTERIOR FINISH BY OTHERS
CONCRETE BY OTHERS —
(SEE NOTE 2, SHT. 1)
WOOD BUCK PROTECTION —
BY OTHERS (SEE NOTE 3,
SHEET 1)
PROPERLY SECURED 1X
WOOD BUCK BY OTHERS
(SEE NOTE 3, SHT. 1)
1/4" MAX.
SHIM SPACE
e _ 1 1/2" MIN.
EMBEDMENT
1 1/2" MIN.
EDGE DIST.
1/4" ITW TAPCON U
INSTALLATION ANCHOR
�1 VERTICAL SECTION
CONCRETESUBSTRATE
OPERABLE PANEL SHOWN,
FIXED SIMILAR
ANCHOR —TO —SUBSTRATE
EDGE DISTANCES ARE
TYPICAL AND
MEASURED TO BOTH
SIDES OF SUBSTRATE
PROPERLY SECURED 1X WOOD BUCK
BY OTHERS (SEE NOTE 2, SHT. 1)
2X WOOD
BY OTHERS
(SEE NOTE 2, SHT. 1)
#14 WS: 1 1/2" MIN. EMBEDMENT
#12 WS: 1 3/8" MIN. EMBEDMENT
{
1/4" MAX.
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SHIM SPACE
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SHIM SPACE
PERIMETER CAULK
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PROPERLY SECURED 1X WOOD BUCK
BY OTHERS (SEE NOTE 2, SHT. 1)`
#14 WS. 1 1/2"I MIN. EMBEDMENT
EXTERIOR FINISH
#12 WS: 1 3/8" MIN. EMBEDMENT
BY OTHERS -
+
SHEATHING
2X WOOD
BY OTHERS
BY OTHERS
(SEE NOTE 2, SHT. 1)
#14 WS. 1 MIN. EDGE DIST.
#12 WS: 7/8" MIN. EDGE DIST.
#12 OR #14 WOOD SCREW
INSTALLATION ANCHOR 12
VERTICAL SECTION
WOOD SUBSTRATE
OPERABLE PANEL SHOWN,
FIXED SIMILAR
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-7103.04
Expiration ^Date07103/2024
By v�
Miami -Dade Product Control
Robert J. Amoroso. RE
Florida P.E. No. 49752
No
PTC Product Design Group, LLC
PO Box 520775
Longwood FL 32752-0775
321E90-1788 info@plc-corp.ccm
FBPE CerBgcate of Authorization
No. 25935
#14 SHEET METAL
SCREW/SELF—DRILLING SCREW
INSTALLATION ANCHOR
EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK
BY OTHERS
(PERIMETER CAULK
BY OTHERS
EXTERIOR FINISH
BY OTHERS
METAL SUBSTRATE
BY OTHERS
(SEE NOTE 2, SHT. 1)
3/4" MIN.
3 THREADS MIN.
EDGE DIST.
EMBEDMENT BEYOND
(TYP.)
INTERIOR WALL
1 /4" MAX.
III
t rSHIM SPACE
�D1 VERTICAL SECTION INTERIOR
u METAL SUBSTRATE
OPERABLE PANEL SHOWN,
FIXED SIMILAR
1 /4" MAX.
WINDOW
HEIGHT
3/4" MIN. 3 THREADS MIN.
:DGE DIST.\ \ EMBEDMENT BEYOND
(TYP.) INTERIOR WALL
INSTALLATION NOTES:
1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING:
1.1. WOOD FRAMING,
1.2. STEEL STUD FRAMING,
1.3. ALUMINUM FRAMING, AND
1.4. CONCRETE AND/OR MASONRY.
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 CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF
RECORD.
3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL. WHEN 1X BUCK IS USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X
BUCK INTO CONCRETEIMASONRY 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. 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 1/4".
5. FOR ANCHORING INTO CONCRETEWASONRY USE 1/4" HEX HEAD TAPCONS 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 PAN HEAD WOOD SCREWS (WS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318- 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 +1-1' TOLERANCE.
6.2. #14 PAN 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.
7. FOR ANCHORING INTO METAL STRUCTURE USE #14 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS 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.
ANCHOR —TO —SUBSTRATE
EDGE DISTANCES ARE
TYPICAL AND
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SIDES OF SUBSTRA
EXTERIOR
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INSTALLATION ANCHOR 28
A VERTICAL SECTION
MFTAL SUBSTRATE
OPERABLE PANEL SHOWN.
FIXED SIMILAR
CONSISTING OF: EXTERIOR LAMINATED
GLASS — (2) NOMINAL 1/8"
ANNEALED GLASS W/ 0.090"
KURARAY AMERICA INC. TROSIFOL
INTERLAYER, 7/16" AIRSPACE W/
STAINLESS STEEL SPACER (TYPE
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PRODUCT REVISED
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Building Code
NOA-Ho. 20-1103.04
Expiration Date 07/03/2024
PTC Product Design Group, LLC
PO Box 520775
Longwood, FL 32752-0775
By ` rl
321-690-1788 info@pb-orp.00m
Miami -Dade Product Control
II
FBPE Cerfifoale of Authoriu6on
No. 25936
1/4" MAX. SHIM SPACE
SHIM AS
1/4" MAX. REQUIRED 1 1/2" MIN. EMBEDMENT - CONCRETE
#14 WS: 1 1/2" MIN. EMBEDMENT SHIM SPACE 1" MIN. EMBEDMENT - MASONRY
#12 WS: 1 3/8" MIN. EMBEDMENT 1 7 5 3 15 INTERIOR 16 3 5 7 1 13 1/4" ITW TAPCON INSTALLATION ANCHOR
2X WOOD FRAME BY OTHERS 21 21
(SEE NOTE 2, SHT. 1) n
#12 OR #14 WOOD SCREW 12 I r a 8 1 1/2"" MIN. EDGE DISTANCE - CONC.
a y 2" MIN. EDGE DISTANCE - MASONRY
INSTALLATION ANCHOR ILJI .y
T 15 15 CONCRETE OR MASONRY
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#12 WS: 7/8" MIN. EDGE DIST. 21 21 . '-Q 'Q (SEE NOTE 2, SHT. 1)
1 32 32
a..• .�V PROPERLY SECURED 1X WOOD BUCK
PROPERLY SECURED 1X WOOD BUCK txt; 5 5 BY OTHERS (SEE NOTE 3, SHT. 1)
BY OTHERS SEE NOTE 2, SHT. 1 = ' ', •p' O
( ) �d s V . WOOD BUCK PROTECTION BY
.,77r77= OTHERS (SEE NOTE 3, SHEET 1)
SHEATHING
BY OTHERS 10B EXTERIOR 10B
EXTERIOR FINISH
EXTERIOR FINISH PERIMETER CAULK PERIMETER CAULK BY OTHERS
BY OTHERS BY OTHERS BY OTHERS
&aORIZONTAL SECTION
WOODFRAMESUBSTRATE ANCHOR -TO -SUBSTRATE D HORIZONTAL SECTION
(OPERABLE PANEL SHOWN, EDGE DISTANCES ARE CONCRETE/MASONRY
FIXED PANEL SIMILAR FOR OX) TYPICAL AND SUBSTRATE
MEASURED TO BOTH ((OPERABLE PANEL SHOWN,
SIDES OF SUBSTRATE FIXED PANEL SIMILAR FOR OX)
1/4" MAX. SHIM SPACE
SHIM AS
REQUIRED
28 #14 SHEET METAL
SCREW/SELF-DRILLING SCREW
INSTALLATION ANCHOR
3/4" MIN.
EDGE DIST. (TYP.)
3 THREADS MIN.
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METAL SUBSTRATE BY OTHERS
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I `EXTERIOR FINISH
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BY OTHERS
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PTC Product Design Group, LLC
PO Box 520775
By
Longwood, FL 32752-0775
321-890-1788 infoa@pt—rp.com
lam! --Dade Product Control
FBPE CediOcate of Authorization
No.25935
Series Tech 5505 XOX 3-Cite
Impact Slider /Bill of
Material
ttem No.
Description
Part Numbers
Supplier
Material (Notes)
1
Master Frame (W 8 H)
N White 1060 J 7720
Energi !Royal
White PVC {2}
2
Sash Frame (Operating Sash) J Vents {W & H}
N White 1282 J7750
Energi f Royal
White PVC {2)
3
Glazing Liftrail Handle {Operating Sash}!Vents (H)
N White 1068 l7747
Energi !Royal
White PVC {2)
4
Glazing Bead Stop (Operating Sash) [Vents (H)
N White 1067 J7T45
Energi J Royal
White PVC {2}
5
Pocket Cover Heights! Vents {H)
N White 1073 J7739
Energi !Royal
White PVC {2)
6
Pocket Cover Heights! Vents {W}
N White 107317724
Energi f Royal
White PVC {2)
6
Pocket Cover Heights I (W}
N White 1073 J7724
Energi 1 Royal
White PVC {2)
7
Sash Cover {Operating Sash)/Vents Vents {H)
N White 1078l7725
Energi J Royal
White PVC {2)
8
Operating Sash (W) Reinforcement
ST-226-144-0.052
Hygrade Metals
_060" Galv. (1)
8
Impost Mullion (H) Reinforcement
ST-226-144-0.052
Hygrade Metals
.060" Galv. {1)
9
Interlock Cover {Operating Sash)! Vents {H}
N White 1180 J7727
Energi !Royal
10A
Double Leg Frame New White
06515NEWi92
Shapes Unlimited
Aluminum
106
Single Leg Frame New White
06516NEW192
Shapes Unlimited
Aluminum
11
Safe Seal Lock
3220SS-003-EW
Vision Industries
Safe Seal Keeper
8292A-003-EW
Vision Industries
12
#12 or#14 Wood Screw (UVS) (Installation Screw)
Na
Na
Steel
13
114" Advanced Threadform Tapcon (Installation Screw)
Na
ffVtiJ
Steel
14
Operating Sash -Lock Side (H) Reinforcement
615242-120-Solid
Joseph Fazao Steel
Solid Bar Galv. (1)
15
718" O.A. Insulating Glass (See Glazing Detail on Sheet4)
Hurricane Laminate Impact
Cardinal
16
Wet Glaze {Operating Sash)1(Fixed Center Section}
552 Sikaflex Black
Sika US
17A
PW Glazing Bead (Fixed CenterSection) (H)
N White 1080 J 7753
Energi 1 Royal
17B
PW Glazing Bead (Fixed Center Section) (W)
N White 1103 J 7726
Energi J Royal
18
Impost Mullion (Fixed Center Section) (H)
N White 1063 J 7735
Energi J Royal
19
Sash Stop Frame Cover !Vents {V1/)
N White 1070 J 7736
Energi J Royal
20
Pocket Insert/ Center Section PW (IN)
N White 1079 l7737
Energi J Royal
.210 x .300 Fin Seal Pocket Cover (W) 1107317724
W23303NW0000
Ultra -Fab
.210 x .300 Fin Seal Pocket Cover (H) 11073 /7724
W23303NW0000
Ultra -Fab
.210 x.300 Fin Seal Impost Mullion {Hj1106317735
W23303NW0000
Ultra-Fab
.187x.300FinSeallnterlockCover(H)l1180l7727
W23301NW0000
Ultra -Fab
21
.187 x .300 Fin Seal Interlock Cover (Top ! Blocks) J 1180 (7727
W23301NW0000
Ultra -Fab
.187 x .300 Fin Seal Sash Frame (H} ! 1282 ! 7750 / Energi
W23301NW0000
Ultra -Fab
.187 x.300 Fin Seal Sash Frame (W}! 1282 17750 ! ExteriorTop
W23301NW0000
Ultra -Fab
.210 x 220 Fin Seal Sash Frame {W)! 1282I7750 !Exterior Base
W23223NW0000
Ultra -Fab
.270 x.220 Fin Seal Sash Frame {H}!Single Leg Screen Frame
W112257W0000
Ultra -Fab
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PO Box 520775
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FBPE Certificate of Authorization
No. 25935
Notes:
(1) Hygrade Metals Specification: AISI 1005 to 1010, CS Type A and B, 30 ksi to 50 ksi Yield Strength, G40 Galvanized
(2) ENERGI FENESTRATION SOLUTIONS USA, INC., PER THE CURRENT MD NOA.
3 HURRICANE TILT LATCH BY VISION IND. USED TO SECURE OPERATING SASH TO MASTER FRAME. NOT SHOWN IN DRAWING.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-1103.04
Expiration Date 07/03/2024
By ""
Miami -Dade Product Control
Series Tech 5505 XOX 3-Cite Impact Slider /Bill of Material
{Continued)
Item No.
Description
Part Numbers
Supplier
Material (Notes)
22
Stainless Steel Ball Bearing Rollers
WR03-R3
Product Design
23
Hurricane Tilt Latch
1057A-003-EW
Vision Industries
Steel - Zinc Coated (3)
25
Impost Mullion (H} Reinforcement
ST-888-168-0.062
Hygrade Metals
.OfiO" Galv. (1)
26
ENDUR IG withXL Edge SS Spacer (SS-D TYPE)
Na
Cardinal
Stainless Steel
Glass Setting Blocks Sash {UV} Top J Sash {H)
2NB-8K-0.125-032-064
Frank Lowe
Neoprene wl70 to 90 Shore A Durometer
27
Glass Setting Blocks Fixed (W) Base
2NB-8K-0.125-032-064
Frank Lowe
Neoprene wfi'0 to 90 Shore A Durometer
Glass Setting Blocks Sash (W) Base
2NB-SK-0.125-028-028
Frank Lowe
Neoprene w170 to 90 Shore A Durometer
28
#14 Sheet Metal or Self -Drilling Screw (Installation Screw)
Na
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Steel
29
#fix 1 1J4" Tek White! Impost Mullion Rebar (H) (Item No. 8 Reinforcement)
15fi180
GLF Corporation
30
# 8 x 31 J2" Phil Pan HD SMS Salt Spray! Impost Mullion {H) (2 per Connection)
120913
GLF Corporation
31
518" OD x0.194 ID X 0.075" THK Washer/ Impost Mullion (H) (2 per Connection}
145030
GLF Corporation
32
#fix 5!8" Tek 1 Impost Mullion Rebar (H} {Rem No. 25 Reinforcement)
117595
GLF Corporation
33
#fix 5f8" Tek 1 Sash Rebar (H) (Rem No. 14 Reinforcement}
117595
GLF Corporation
34
#fix 5f8" Tek 1 Sash Rebar (W} (Rem No. 8 Reinforcement)
117595
GLF Corporation
35
# 5 x 318" Tek 15creen Clips White
116506
GLF Corporation
36
# 8-18 x 0.850 Flat Wafer Shoulder/ Sash 1 Hurricane Latch
137341
GLF Corporation
37
# 8 x 1 1J4" Tek White J Locks
110376
GLF Corporation
38
#fix 1"Tek White f Keepers
116821
GLF Corporation
39
Black Glaang Tape 1J8 x 3J8 x85' (Fixed Center Section}
VEN-VG-1208B
Industrial Sales
Misc. Screen Components -Not Shown in Drawing
SCN
Screen Clip Clear
H-884
Product Design
SCN
Screen Clip Clear
H-3150
Product Design
SCN
Tension Springs
2584
Adept
SCN
Fiberglass Screen Cloth Charcoal / 28" x 600'
3002606
Phifer
Fiberglass
SCN
Screen Spline (H 1 W}
EX-FLX-Q165-BK
Imperial Plastic USA
SCN
Aluminum Comer Keys
CK252X260
Hygrade Metals
Misc. Components -Not Shown in Drawing
MISC
Weep Hole Cover White
H-808WHZ
Product Design
MISC
Interlock Cover {Operating Sash) IVerlts (H}
HH-66 Vinyl Cement
RH Products
MISC
Li(trail End Caps White
00156�0001
S.I-L. Plastic
MISC
Stainless Steel Staples 3J8 x 112 Sash (W)
BEA 80J10
Smith Staple
MISC
30PP12-18P50-9I76 X1 3!8 X 3 Foam Block
W0511022
Lin[ienmeyr
MISC
Hurricane Grade Spring
CS025
James Spring Wire
MISC
Accessory Parts Installation Translucent
02-MX0150010C2
Novagard Silicones
Mr) -Width; {H) -Height: Defines Component Location
Qi MASTER FRAME
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GLAZING STOP - OPERABLE LITE
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GALV. STEEL TUBE
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0.060" THICK
50 KSI
Fy=30-68.7K
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Expiration �Date 07/03/2024
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Miami -Dade Product Control
321-690-178e into@plaorp.wm
2.080
FSPE Certificate of Authod-fion
No. 25935