HomeMy WebLinkAboutNOA- DOUUBLE HUNG WINDOWMIAMIMO►4DE MIAMI—DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/btiildinE
Regency Plus, Inc.
2000 Locust Gap Highway
Mount Carmel, PA 17851
7COPE:
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 Hit;h Velocitv Hurricane Zone,
IDESCRIPTION: Series "5305 Tilt" White PVC Double Hune Window — L.M.I.1
APPROVAL DOCUMENT: Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl
Window", 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., 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.
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 riled 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. 20-0512.01 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.
NOA No. 20-1103.08
. Expiration Date: May 06, 2025
pproval Date: January 21, 2021
01 /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. 09-0122.05)
2. Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl
Window", sheets 1 through 8 of 8, dated 01/12/09, with revision J dated 01/08/18,
prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.
Amoruso, P.E.
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 series 5305 tilt double
hung vinyl window, prepared by National Certified Testing Laboratories, Test Report
No. NCTL-110-11422-2, dated 10/02/08, with revision dated 01/08/09, and addendum
letter dated 03/12/09, all signed and sealed by Harold E. Rupp, P.E.
(Submitted under NOA No. 09-0122 05)
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) 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 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. 20-0512 01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014), dated 06/01/15 with revision dated 09/01/15, prepared by PTC
Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P.E.
(Submitted under NOA No. 15-0618.02)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
Sifang Zhao, P.E.
Prattin
NOA No. 20-1103.08
Expiration Date: May 06, 2025
Approval Date: January 21, 2021
E-1
Reuncy Plus, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. NOA No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifolo
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.
3. ENERGI Fenestration Solutions Data Sheet for compound product No. 324218007,
Rigid PVC Building Products Profile Extrusion compound designed for Windows and
Doors dated May 19, 2016.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC Wh Edition (2017), dated January
8, 2018, prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.
Amoruso, P.E. (Submitted under NOA No. I8-012214)
G. OTHERS
1. None.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. RPLS0064, titled "Series 5305 Tilt Double Hung Impact Vinyl
Window", sheets I 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.
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 7", 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. 18-0918.04, issued to Regency Plus, Inc. for their Series
"5205" Outswing White PVC Casement Window — L.M.I., expiring on 05/06/20.
6�
Sifang ZHao, P.E.
Product Control Examiner
NOA No. 20-1103.0
Expiration Date: May 06,202
Approval Date: January 21, 2021
E-2
REGENCY PLUS, INC.
SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW
LARGE MISSILE IMPACT
INSTALLATION ANCHORAGE DETAILS
NOTES:
11- THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 7th EDITION (2020) FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURR [CAN E 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.
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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-110-11422-2, DATED 10/02/08. WITH REVISION DATED 01/08/09 AND ADDENDUM LETTER DATED 03/12/09 BY NATIONAL CERTIFIED
0
TESTING LABORATORIES, YORK, PA, SIGNED AND SEALED BY HAROLD E. RUPP, FLORIDA P.E. VERIFICATION TESTING PER MIAMI DADE PROPOSAL NO. 19-0312.
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5. MATERIAL:
2
5A. FRAME: EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA, INC. PER CURRENT MIAMI-DADE NOA.
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5.2. REINFORCEMENT:
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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
uj = Q
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52.2. LAMINATE GLASS INTERLAYER: TROSIFOL INTERLAYER BY KURARAY AMERICA, INC. PER CURRENT MIAMI-DADE NOA.
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6. GLAZING:
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6.1. GLAZING DETAIL AS TESTED:
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6.1.1. OVERALL: 718" NOMINAL INSULATING LAMINATED GLASS-
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6.1.2- GLASS THICKNESS- (1) LITE OF 118" NOMINAL TEMPERED GLASS TO THE INTERIOR AND (1) LITE OF LAMINATED GLASS TO THE EXTERIOR-
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6.1.3. LAMINATED LITE: (2) LITES OF 118" NOMINAL ANNEALED GLASS SEPARATED BY A 0.090" TROSIFOL INTERLAYER BY KURARAY AMERICA, INC.
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&1.4. SPACER TYPE/SIZE: 7116" NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER (TYPE SS-D).
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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. GASKETCIO
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.
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7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ.
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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 ACHEEVE A 1 318" 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 1 112" 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 ACHEEVE 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 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 SUBSTRATE: STEEL 18GA (Q.0428"), Fy = 33KSI / Fu = 45 KS OR ALUMINUM 6063-T5 0.048" THICK MINIMUM.
13.4.1, 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 (SMSITAPPING/SELF-DRILLING SCREWS)
4
VERTICAL SECTIONS - COMPONENT ID & GLAZING DETAIL
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 &COMPONENTS
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SERIES 5305 TILT VINYL DOUBLE
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EXTERIOR VIEW
DETAIL 1
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DESIGN PRESSURE RATING (PSF)
IMPACT RATING
C+55.0/-55D.OLARGE
MISSILE
IMPACT
SERIES 5305 TILT VINYL DOUBLE HUNG WINDOW WINDOW
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EXTERIOR VIEW - ANCHORAGE
WOOD AND CONCRETE/MASONRY SUBSTRATES
146"T'ALLATION NOTES:
1. HEAD AND SILL
ANCHORAGE THE SAME.
2. JAMB ANCHORAGE SAME
3. +1- 1" TOLERANCE ON
ANCHOR LOCATION.
3.1. TAPCON MINIMUM
SPACING IS 4" OC.
3.2. WOOD AND TAPPING
SCREW MINIMUM
SPACING IS 2" OC.
WEEP HOLES:
1. ONE (1) TRIANGULAR -SHAPED WEEP HOLE MEASURING APPROXIMATELY 112" WIDE
BY 112" HIGH WAS LOCATED AT EACH END OF THE INTERIOR SILL TRACK CENTER
VERTICAL LEG.
2. ONE (1) WEEP HOLE MEASURING 1" X 114" WAS LOCATED AT EACH END OF THE
EXTERIOR SILL TRACK HORIZONTAL SURFACE AND THROUGH THE EXTERIOR
HORIZONTAL SILL FACE.
3. ONE (1) WEEP HOLE MEASURING 1-112" X 114" AND EMPLOYING A PLASTIC WEEP
COVER WAS LOCATED AT 2-718" FROM EACH END OF THE EXTERIOR VERTICAL SILL
FACE.
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ation Date OSIO612025
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DESIGN PRESSURE RATING (PSF)
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INSTALLATION NOTES:
1 HEAD AND SILL
SERIES 5305 TILT VINYL DOUBLE HUNG
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EXTERIOR VIEW - ANCHORAGE
STEEL SUBSTRATES
ANCHORAGE THE SAME.
2. JAMB ANCHORAGE SAME
3. +1- 1" TOLERANCE ON
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SPACING IS 2" OC.
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1. ONE (1) TRIANGULAR -SHAPED WEEP HOLE MEASURING APPROXIMATELY 112" WIDE
BY 112" HIGH WAS LOCATED AT EACH END OF THE INTERIOR SILL TRACK CENTER
VERTICAL LEG.
2. ONE (1) WEEP HOLE MEASURING 1" X 114" WAS LOCATED AT EACH END OF THE
EXTERIOR SILL TRACK HORIZONTAL SURFACE AND THROUGH THE EXTERIOR
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Expiration Date 05110612025
By -
Miami -Dade product Control
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EXTERIOR LAMINATED GLASS - (2) NOMINAL 118"
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expiration Date 05106/2025
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Expiration Date 0510612025
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PROPERLY SECURED 1X
WOOD BUCK BY OTHERS
(SEE NOTE 3, SHT, 1)
WOOD BUCK PROTECTION BY
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CONCRETE BY OTHERS
(SEE NOTE 2, SHT. 1)
EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK —
BY OTHERS
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(SEE NOTE 3, SHT. 1)
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#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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B VERTICAL SECTION
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#12 WS: 1 3/8" MIN. EMBEDMENT
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#12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X
#12 OR #14 WOOD SCREW WOOD BUCK BY OTHERS
INSTALLATION ANCHOR 53 (SEE NOTE 2, SHT. 1)
A)-VERMAL SECTION
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HGA-Ho. 20.1103.08
Expiration pate 0510612025
By
Miami -Dade Product ontro
3/4" MIN.
EDGE DIST.
(TYP. )
EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK
BY OTHERS
#14 SHEET METAL
SCREW/SELF-DRILLING SCREW
INSTALLATION ANCHOR
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EXTERIOR
METAL SUBSTRATE
BY OTHERS
(SEE NOTE 2, SHT. 1 )
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EMBEDMENT BEYOND
INTERIOR WALL
ANCHOR —TO —SUBSTRATE
EDGE DISTANCES ARE
TYPICAL AND
MEASURED TO BOTH
SIDES OF SUBSTRATE
INTERIOR
1 /4" MAX.
SHIM SPACE
INSTALLATION NOTES:
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, 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
WINDOW3• 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.
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"-
r I 5. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4" FLAT HEAD TAPCONS {CS} WITH SUFFICIENT LENGTH
n �J TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/2" MINIMUM EDGE DISTANCE AND 1"
L J 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-
1 /4" MAX. ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE-
D �� SHIM SPACE
p Q6. FOR ANCHORING INTO WOOD FRAMING OR ZX BUCK USE ONE OF THE FOLLOWING:
PERIMETER CAULK 6-1. #12 FLAT HEAD WOOD SCREWS [WS] WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM
BY OTHERS 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.
EXTERIOR FINISH 3/4" MIN. 3 THREADS MIN. 7. FOR ANCHORING INTO METAL STRUCTURE USE #14 FLAT HEAD SHEET METAL OR SELF DRILLING SCREWS
BY OTHERS EDGE DIST. EMBEDMENT BEYOND (SMS) WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL
(7YP,} INTERIOR WALL WITH 3/4" MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF 2" ON CENTER. LOCATE
#14 SHEET METAL ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1"
SCREW/SELF—DRILLING SCREW METAL SUBSTRATE TOLERANCE.
INSTALLATION ANCHOR 55 BY OTHERS
(SEE NOTE 2, SHT. 1) 8, INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY.
)_�MWTL SECTIUN 9- PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH
Ll BSTRATE ASTM E2112.
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1 /4" MAX.
2X WOOD SHIM SPACE
FRAME BY OTHERS
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NOA-No. 2G-1103.08
Expiration Date 05106/2025
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}
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in
MAIN FRAME
WHITE RIGID PVC
TYP. WALL TICKNESS 0.070"
4.170"
2.730" L
1.400"
SASH FRAME
2 WHITE RIGID PVC
TYP. WALL THICKNESS 0.070"
1.656" n
1.530"
GLAZING LIFTRAIL HANDLE GLAZING BEAD STOP
5 WHITE RIGID PVC (�D WHITE RIGID PVC
TYP. WALL THICKNESS 0.055" TYP. WALL TICKNESS 0.055"
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0.953" 0.891"
0.329'
1.121 "�
CAM SWEEP LOCK
STEEL
TYP. WALL TICKNESS NA
�-+ 2.836"
0.687" I 1"
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2.062"
0.735"
3 SASH COVER
WHITE RIGID PVC
TYP. WALL THICKNES 0.065"
1.350"
INTERLOCK COVER
WHITE RIGID PVC
TYP. WALL THICKNESS 0.075"
0.914"
1.722"
19 FACE MOUNTED KEEPER
STEEL
TYP. WALL TICKNESS 0.070"
I I 1.750"
1.326"
0.406" 1 0.467"
0.150"
0.070"
(A-) SASH STOP FRAME
COVER
WHITE RIGID PVC
TYP. WALL THICKNESS 0.070"
0.315
rt n 0.565"
1.635"
POCKET HEAD COVER
WHITE RIGID PVC
TYP. WALL
THICKNESS 0.070"
1.857"
0.85" 1.077
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SLOPED SILL COVER
WHITE RIGID PVC
TYP. WALL THICKNESS 0.075"
3.450"
0 REINFORCEMENT
STEEL
TYP. WALL
THICKNESS 0.06"
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CONSTANT FORCE
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NOA-No. 20-1103.08
Expiration Date 0510612025
By
Miami -Dade Product Control
Series 5305 Double Hung / Bill of Material
hem No. Description I Part Numbers Supplier Material
Frame Components
1
Master Frame
IV White 7780
Energi) Royal
White PVC (2)
2
Sash Frame (Operating Sash)
IV White 1282/7750
Energi I Royal
White PVC (2)
3
Sash Cover Head (Keeper Sash)
IV White 1078/7725
Energi I Royal
White PVC ?
4
Sash Stop Frame Cover
IV White 1070/7736
Energi) Royal
White PVC (2)
5
Sloped Sill Cover
IV White 1181 17738
Energi) Royal
White PVC (2)
6
Glazing Liftrail Handle (Operating Sashes)
IV White 1063/7747
lEnergi) Royal
I White PVC (2)
7
Glazing Bead Stop (Operating Sashes)
IV White 1067/7745
Energi I Royal
White PVC (2)
8
Interlock Cover ratio Sashes
IV White 11110 17727
Energi I Royal
White PVC 2
9
Pocket Cover Head
IV White 1073/7724
Energi I Royal
White PVC 2
Reinforcement
10
Operating Sash Perimeters I Heavy Reinforcement777-71
ST-226-144-0.052
Hygrade Metals
.06" Galy. (1)
11
# 6 x 518" Tek 1 Sash Reinforcement Fastener
1117595
JGLF Corporation
Weatherstripping
.210 x .300 Fin Seal Pocket Cover 11073177241 Frame Head
W23303NW0000
Ultra -Fab
.210 x.300 Fin Seal Pocket Cover f 1111111773,81 Frame Sill
W23303NWOD00
Ultra -Fab
12A
.210 x .300 Fin Seal Sash Frame 112821775D 1 Keeper Sash
W23303NW000D
Ultra -Fab
.210 x .30D Fin Seal Sash Frame 112821775D 1 Lack Sash
W23303NWOD00
Ultra -Fab
.210 x .30D Fin Seal Sash Frame 112821775D 1 Lack Sash
W23303NWOD00
Ultra -Fab
12B
.187 x .300 Fin Seal Interlock Cover 1118017727 1 Keeps r Sash
W23301 NW0000
Ultra -Fab
.187 x .300 Fin Seal Interlock Cover 1118017727 1 Lock Sash
W23301 NW0000
Ultra -Fab
12C
.270 x .22D Fin Seal Sash Frame 1 Single Leg Screen Frame
W112257WO000
Ultra -Fab
13
.200 x .340 H-Bulb Seal Sash Frame 1282177501 Lock Sash
E20718WN2020
Ultra -Fab
Glazing
14
Wet Glaze (Operating Sash)
552 Sikaflex Black
Sika US
16
Operating Lock Sash E366 2.7mm 10.9A PVB Interlayer I
Hurricane Laminate Impact
Cardinal
16
0peratin g Kee perSaah E360 2.7mm 10.9.0 PVB Interla er 1G
Hurricane Laminate Impact
Cardinal
17
Glass Setting Blocks Sash
2NB-0K-0.125-032-064
Frank Lowe
18
ENDUR IG with XL Edge SS Spacer( SS-D TYPE)
-
Cardinal
Stainless Steel
19
Face Mounted Keeper
Steel
Truth Hardware
Screen Components (not all components ID'ed in section views]
20
Single Leg Frame New White
06516NEW192
Shapes Unlimited
21
Double Leg Frame New White
06515NEW192
Shapes Unlimited
22
Tension Springs
2584
Adopt
23
Fiberglass Screen Cloth Charcoal) 60" x 96'
3002606
Phifer
24
Screen Spline
EX-FLX-0165-BK
Imperial Plastic USA
25
Aluminum Corner Ke s
CK252X260
Hygrade Metals
26
Screen Clip Clear 71H-884
I Product Design
27
Screen Clip Clear
H-3150
I Product D es ig n
MISC. CDm onents. Hardware and Hardware Fasteners (not all components ID'ed in section views)
28
36 lb. 3 Coil1984 Series IConstant Force Balance
803836
Amesbury )Truth
29
Nat Used
We
nla
30
Hurricane Tic Latch
1057A-D03-EW
Vision Industries
31
Pivot Bars ITShaped Head
6987
Vision Industries
32
CAM Type Sweep Lock
322OSS-003-EW
Truth Hardware
33
WeLp Hale Cover White
H-808WHZ
Product Design
34
Muntin Bar
W58W
Hygrade Metals
35
Muntin Bar End Pins
D58P
Hygrade Metals
36
Interlock Cover(Operating Sash ►Lock Sash
HH-66 Vinyl Cement
RH Products
37
Interlock Corer (Operatin Sash) IKee er Sash
HH-86 Vinyl Cement
RH Products
38
Liftrail End Caps White
00156-0001
S.I.L. Plastic
39
Stainless Steel Stap les 318 x 1a Sash
BEA 80110
Smith Staple
40
30PP12-18P50.9116 X1 318 X 3 Foam Block
W0511022
Undenme r
41
.75 White Balance Plu g
21300-DO077
Lamatek
42
Hurricane Grade Spring
CS025
James Spring Wire
43
Accessory Parts Installation Translucent
02-MX0150010C2
Novagard Silicones
44
Safe Seal Lock
3220SS-003-EW
Vision Industries
45
Safe Seal Keeper
8292A-003-EW
Vision Industries
46
# 5132" Tri-Rive1.0401275 Grip I Sash Pivot Bars
112003
GLF Corporation
47
# 8.18 x 0.650 Flat Wafer ShouldeF ) Sash 1 Hurricane Latch
137341
GLF Corporation
48
# 8 x 1 114" Tek White 1 Locks
120376
GLF Corporation
49
# 6 x 1" Tek White 1 Kee er$
116821
GLF Corporation
50
1# 8 x 3/4" Tek 1 Pan Head Balance Shoes
120766
GLF Corporation
51
1 # 5 x 318" Tek 1 Screen C lips White
1116506
JGLF Corporation
52
1# 12 x 3" Flat) Installation Screws
1401168
JGILF Corporation
Installation Fasteners
53
14120R#14WOOD SCREW
n1aIn)
a
Steel
54
114" ADVANCED T14READFORM TAPCON
n1a
ITW
Steel
55
1#14 SHEET METAL OR SELF -DRILLING SCREW
We
nla
Steel
(11 Hygrade Metals Specification: A1511005 to 1010, CS Type A and 8, 30 ksi to 5D ksi Yield Strength, G40 Gahran!zed
(21 ENERG I FENESTRATION SOLUTIONS U5A, INC., PER CURRENTMIAMI-DARE NOTICE OF ACCEPTANCE INUA).
5.622„
HURRICANE
TILT LATCH
STEEL -ZINC COATED
0.697"
0.176" t 0.323"
0.345"
0.205"
0.377"
0.1 s6"
0.377"
1.906"
0.803"
0.544"
0.352
31 PIVOT BAR
METAL
2.372" I
0.559"
0.709"
2.260"
1.067" ❑
0.709"
0.157
11 -T
0.173"
).748"
0.368"
1.122"
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Robert J. Amoruso, P.E.
Florida P.E. No. 49752
�d No 49752 00
Cr
�O : STATEON At.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-1103.08
Expiration Date 05106/2025
By
Miami -Dade Product Control