HomeMy WebLinkAboutAPPROVED 5605 Awning M IAM MADE 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/economy
Regency Plus,Inc.
2000 Locust Gap Highway
Mt. Carmel,PA 17851
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"TECH-5605"Vinyl Awning Windows(project-out)—LMI
APPROVAL DOCUMENT: Drawing No. RPLS0080,titled"Series TECH-5605 Vinyl Awning Window(LMI)",
sheets 1 through 7 of 7 dated 02/14/19,with revision"A"dated 10/20/2020,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 and series and
following statement: "Miami-Dade County Product Control Approved",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# 19-0411.02 and 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.
s NOA No.20-1103.05
MIAMIDAUECDUNTY Expiration Date: May 30,2024
01/21/2021 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#19-0411.02)
2. Drawing No. RPLS0080, titled"Series TECH-5605 Vinyl Awning Window(LMI)",
sheets 1 through 7 of 7 dated 02/14/19,prepared by PTC,Product Design Group LLC, signed
and sealed by Robert J. 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 series "tech 5605"Vinyl
Awning windows (project out),prepared by National Certified Testing Laboratory, Inc.,
Test Report No. NCTL-10-21629-1, dated 01/23/2019, signed and sealed by Harold Rupp,
P.E. (Submitted under NOA#19-0411.02)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 04/11/19, complying with
FBC-2017 (6th Edition), prepared by PTC, Product Design Group LLC, signed and sealed
by Robert J. Amoruso, P.E. (Submitted under NOA#19-0411.02)
2. Glazing complies w/ASTME-13 00-02, 04 & -09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. NOA No. 17-1114.14 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours
& Co.) for the "Trofosil®Ultra Clear PVB Glass Interlayer", expiring on 09/08/19.
2. NOA No. 18-0122.02 issued to ENERGI Fenestration Solutions USA for their"White
Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02/28/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (61h edition) and letter of no financial
interest, dated 03/25/19, prepared by PTC Product Design Group LLC , signed and sealed by
Robert J. Amoruso, P.E. (Submitted under NOA#19-0411.02)
2. Lab compliance as part of the above referenced test report.
G. OTHER
1. None.
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-1103.05
Expiration Date: May 30,2024
Approval Date: January 21,2021
E-1
Regency Plus, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. RPLS0080, titled "Series TECH-5605 Vinyl Awning Window (LMI)",
sheets 1 through 7 of 7 dated 02/14/19, 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. 17-1114.14 issued to Kuraray America, Inc. (Former E.I. DuPont
DeNemours & Co.) for the "Trofosil® Ultra Clear PVB Glass Interlayer", expiring
on 09/08/19.
2. NOA No. 18-0122.02 issued to ENERGI Fenestration Solutions USA 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-7t'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. 19-0411.02, issued to Regency Plus, Inc. for their Series
"TECH-5605"Vinyl Awning Windows (project-out)—LMI., approved on 07/03/19
and expiring on 07/03/24.
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-1103.05
Expiration Date: May 30,2024
Approval Date: January 21,2021
E-2
REGENCY PLUS, INC. N
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LARGE MISSILE IMPACT
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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). W
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 a >
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. of
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. °' o
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4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 203.SEE TEST REPORT NO. NCTL-110-21629-1, DATED 12/14/18 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK, PA, SIGNED AND SEALED BY N o a O
HAROLD E. RUPP, FLORIDA P.E. z
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5. MATERIAL: Z °
5.1. FRAME: EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA, INC. PER CURRENT MIAMI-DADE NOA. Q
5.2. REINFORCEMENT: 3: -
5.2.1. GALVANIZED STEEL TUBE(0.935"X 0.73"X 0.050"THICK, Fy=30-50 ksi&Fu=37.5-68.7 ksi)-SASH PERIMETER Z w Z Q
5.2.2. CONTOURED-SHAPED RIGID VINYL, ITEM NO.3 GLAZING BEAD USED TO REINFORCE FRAME-FRAME PERIMETER _ — Z m ~ Q
5.3. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA, INC. PER CURRENT MIAMI-DADE NOA. 5 d �:U) z w Z
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6. GLAZING: a O w J~ °
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6.1. GLAZING DETAIL AS TESTED: Z Co W Z Z
6.1.1. OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. W U Q LO CD6.1.2. GLASS THICKNESS: (1)LITE OF 1/8"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. (D O U C5 0Uj m
6.1.3. LAMINATED LITE: (2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA, INC. W o 2 L aM o N
6.1.4. SPACER TYPE/SIZE: 7/16"NOMINAL CARDINAL XL EDGE STAINLESS STEEL SPACER(TYPE SS-D). o = 2 o
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. N U a Qz
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 w14- aU
~ a`) ?0:)c¢
MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER. w o o a
6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. J 0°
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7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. N(0 a
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8. 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". J cc
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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 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. Robert J.Amoruso,P.E.
Florida P.E.No.49752
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10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: SA%%
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. x~ S 4f
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. (94 a .,
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. Q: No 49 52
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE.
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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"TOLERANCE.
12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING TABLE OF CONTENTS �'�ih,Q�p` ►�'
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S SHEET DESCRIPTION
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE 1 NOTES
MINIMUM STRENGTH SPECIFIED BELOW:
13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) 2 ELEVATION &ANCHOR LOCATION
13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI
13.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT WITH DENSITY> 117 PCF 3 VERTICAL SECTIONS -CONCRETE &WOOD SUBSTRATES PRODUCT REVISED
13.4. METAL SUBSTRATE:STEEL 18GA(0.0428"), Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM. 4 VERTICAL SECTIONS - METAL SUBSTRATES as complying with the Florida
13.4.1. STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. Building Code
5 HORIZONTAL SECTIONS-CONCRETE/MASONRY, WOOD & METAL SUBSTRATES NOA-No. 20-1103.05
6 COMPONENTS AND FRAME CONSTRUCTION Expiration Date 05/30/2024
7 BILL OF MATERIALS By
Miami-Dade Product Control
Q 'm
36" MAX.
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MAX. TYP. SERIES TECH 5605 VINYL AWNING �J �0�R
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29 g" MAX. INSTALLATION NOTES: Robert J.Amoruso,P.E.
Florida P.E.No.49752
DLO WIDTH 1. HEAD AND SILL ANCHORAGE THE SAME. t��.■.� rr■�i�'�
2. JAMB ANCHORAGE SAME. ����G � $ ��r'■.,
SERIES TECH 5605 VINYL AWNING 3. +/- 1" TOLERANCE ON ANCHOR LOCATION. ��: No d9 52 0!
3.1. TAPCON MINIMUM SPACING IS 4" OC.
(PROJECT—OUT BOTTOM) WINDOW 3.2. WOOD AND TAPPING SCREW MINIMUM =� 1�� Z)
EXTERIOR VIEW SPACING IS 2" OC. Ati , STATE
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DESIGN PRESSURE RATING (PSF) IMPACT RATING
NOTES:
1 . MAXIMUM ACTIVE PANEL (SASH) SIZE: 34.19" X 34.06" (34-3/16" X 34-1/16")
+55.0/-55.0 LARGE MISSILE IMPACT 2 DAYLIGHT OPENING (DLO) SIZE: 29.38" X 29.12" (29-3/8" X 29-1/8")
3. NO WEEP HOLES EMPLOYED PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 20-1103.05
Expiration Date 05/30/2024
By
Miami-Dade Product Control
PROPERLY SECURED 1X 36 1/4" ITW TAPCON #12 OR #14 WOOD SCREW 35 PROPERLY SECURED 1X
WOOD BUCK BY OTHERS INSTALLATION ANCHOR INSTALLATION ANCHOR WOOD BUCK BY OTHERS w
(SEE NOTE 3, SHT. 1) (SEE NOTE 2, SHT. 1) o
WOOD BUCK PROTECTION BY 1 1/2" MIN. #14 WS: 1" MIN. EDGE DIST.
EDGE DIST. #12 WS: 7/8" MIN. EDGE DIST. 2X WOOD co
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OTHERS (SEE NOTE 3, SHEET 1) BY OTHERS o
v vv v v v SHEATHING (SEE NOTE 2, SHT. 1)
CONCRETE BY OTHERS v i- k LL
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(SEE NOTE 2, SHT. 1) v BY OTHERS
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v v v EMBEDMENT o �z af
EXTERIOR FINISH #14 WS: 1 1/2" MIN. EMBEDMENT Of a
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1/4" MAX. BY OTHERS #12 WS: 1 3/8" MIN. EMBEDMENT a
SHIM SPACE � Do
EXTERIOR FINISH p rS1 IM SPACE Q w Uj
BY OTHERS p
PERIMETER CAULK
BY OTHERS 3 PERIMETER CAULK p
15 1 BY OTHERS w 0) o r
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SEE GLAZING a- 0 w }vcoo
WINDOW EXTERIOR DETAIL 1, INTERIOR EXTERIOR 3 0 C Zz
HEIGHT SHEET 4 SEE GLAZING WINDOW W U Q >0 0
DETAIL 1, INTERIOR HEIGHT 0 0 0 0 J o LO
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ANCHOR-TO-SUBSTRATE v
1 1 6 EDGE DISTANCES ARE 1 1 6 w- o,r U
TYPICAL AND w F��m
2 0 7 MEASURED TO BOTH 2 0 7 > a o M
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15 8 SIDES OF SUBSTRATE 15 8 W °a
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28 16 23 28 16 23 Robert J.Amoruso,P.E.
Florida P.E.No.49752
PERIMETER CAULK 1 1 tj�11..ES�
BY OTHERS p IR 3 1/4" MAX. p 3 1/4" MAX. �•��;-�,+ S� :�G�w
SHIM SPACE SHIM SPACE �Q�t No 49 52 �:ro
PERIMETER CAULK :*
EXTERIOR FINISH BY OTHERS +•
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BY OTHERS + =pi% STATE`$ .;ti"�'
CONCRETE BY OTHERS o 0 0 1 1/2" MIN. 'r�'�•'''`d0 OA'r�+`~
(SEE NOTE 2, SHT. 1) o EMBEDMENT #14 WS: 1 1/2" MIN. EMBEDMENT �iS,Q ....
EXTERIOR FINISH #12 WS: 1 3/8" MIN. EMBEDMENT
PROPERLY SECURED irr��u«
a a a BY OTHERS
1X
WOOD BUCK BY OTHERS 1 1/2" MIN.
(SEE NOTE 3, SHT. 1) EDGE DIST. SHEATHING O BY OTHERS
WOOD BUCK PROTECTION 1/4" ITW TAPCON 36 BY OTHERS (SEE NOTE 2, SHT. 1)
BY OTHERS (SEE NOTE 3, INSTALLATION ANCHOR #14 WS: 1" MIN. EDGE DIST.
SHEET 1 #12 WS: 7/8" MIN. EDGE DIST. PROPERLY SECURED 1X PRODUCT REVISED
WOOD BUCK BY OTHERS as complying with the Florida
#12 OR #14 WOOD SCREW 35 (SEE NOTE 2, SHT. 1) Building Code
INSTALLATION ANCHOR NOA-No. 20-1103.05
A )—�NWL SECTION SUBSTRATE VERTICAL SECTION Expiration Date 05/30/2024
A WOW By
Miami-Dade Product Control
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INSTALLATION NOTES:
1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: o w
1.1. WOOD FRAMING, o
1.2. STEEL STUD FRAMING, 0 0
1.3. ALUMINUM FRAMING,AND o
#14 SHEET METAL 37 1.4. CONCRETE AND/OR MASONRY. o
SCREW/SELF—DRILLING SCREW
METAL SUBSTRATE 2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TOLL
INSTALLATION ANCHOR BY OTHERS PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE I- z
ARCHITECT OR ENGINEER OF RECORD. U O N F
(SEE NOTE 2, SHT. 1) � N
EXTERIOR FINISH O � of
3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAMEOf 0
BY OTHERS 3/4" MIN. 3 THREADS MIN. AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,1X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY a_ a o
EDGE DIST. EMBEDMENT BEYOND TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS o
(TYP.) INTERIOR WALL MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
1/4 MAX. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16"OR GREATER OCCURS. QUj
SHIM SPACE MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
5. 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 1/2"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE o
❑ DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS rn o r'_
PERIMETER CAULK ❑ REQUIRED.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. co LL
BY OTHERS 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: _j Cf)w N ? 0
6.1. #12 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/8"
3 MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN Q w a w
15 1 ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. 0 C, o
0 6.2. #14 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" Z�
28 �❑ 4 MINIMUM EDGE ELEVATIONS ANDSTANCE AND MINIMUM INSTALLATION DETAILS.ANCHOR LOCATIONS CATIONS HAVENG OF TOLERANCE.ER.LOCATE ANCHORS AS SHOWN IN
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ERANCE
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2 0 D 7 7. FOR ANCHORING INTO METAL STRUCTURE USE#14 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH Z (7 Z Q Y Q Q
TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM fn 1: Z
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15 a 0 8 13 Florida P.E.No.49752
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BY OTHERS METAL SUBSTRATE BY OTHERS
#14 SHEET METAL PRODUCT REVISED
SCREW/SELF—DRILLING SCREW (SEE NOTE 2, SHT. 1) GLAZING DETAIL 1 as complying with the Florida
INSTALLATION ANCHOR 37 Building Cod NOA-No. 20-1103.05
VERTICAL SECTN IO Expiration Date 05/30/2024
METAL SUBSTRATE By -
Miami-Dade Product Control
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FRAME BY OTHERS 1/4" MAX. 1/4" MAX. SHIM SPACE—
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3/4" MIN. Florida P.E.No.49752
EDGE DIST. (TYP.) t`aaa INMES .4��i��i
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3 THREADS MIN.
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PERIMETER CAULK BY OTHERS PRODUCT REVISED
BY OTHERS as complying with the Florida
Building Code
NOA-No. 20-1103.05
HORIZONTAL SECTION Expiration Date05/30/2024
D METAL SUBSTRATE By =
Miami-Dade Product Control
N FRAME SASH
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(SASH FRAME SIMILAR) Expiration Date 05/30/2024
By
Miami-Dade Product Control
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Series Tech 5605 Impact Awning / Bill of Material
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Item No. Description Part Numbers Supplier Material (Note)
Frame Components
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1 Master Frame IV White 1083 17733 Energi / Royal White PVC (2) � F
2 Sash Frame (Operating Sash) IV White 1084 /7734 Energi /Royal White PVC (2) w o 0
3 Glazing Bead Stop (Operating Sash) IV White 1080 17753 Energi /Royal White PVC (2) o �Z of
Screen Components a a
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4 Single Leg Frame New White 06516NEW192 Shapes Unlimited Aluminum w
5 Fiberglass Screen Cloth Charcoal/36" x 600' 3000020 Phifer Fiberglass Q w
6 Screen Spline EX-FLX-Q165-BK Imperial Plastic USA
7 Aluminum Corner Keys CK252X260 Hygrade Metals Aluminum
8 Screen Clip Clear 8794352 Ashland Hardware �, o
9 30PP12-18P50-9/16 X1 3/8 X 3 Foam Block W0511022 Lindenmeyr o f o
10 Accessory Parts Installation Translucent 02-MX0150010C2 Novagard Silicones J N Z a_
Glazing o w
11 Glass Setting Blocks Sash 2NB-8K-0.0062-028-064 Frank Lowe Neoprene wf70 to 90 Shore A Durometer } z_
12 Operating Sash E366 2.7mm 10.09 Trosifol PVB Interlayer IG Hurricane Laminate Impact Cardinal Kuraray America, Inc. Trosifol PVB
13 ENDU R IG with XL Edge SS Spacer ( SS-D TYPE) -- Cardinal Stainless Steel z � 00 z Q a
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14 Wet Glaze (Operating Sash) 552 Sikaflex Black Sika US � � a 3:w Z w
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15 Sash Frame Reinforcement (Operating Sash ST-888-168-0.062 Hygrade Metals .050" Galy. 1 L) n Z U
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16 Encore Awning Operator 51.11.00.211 Amesbury /Truth o o J J� o ,
17 HGE CSM UL Assembly Impact 14.97.00.230 Amesbury /Truth o L Co aM o N
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18 HGE CSM LL Assembly Impact 14.97.00.231 Amesbury/Truth o 0 � QZ
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19 Encore Keeper LH 32627.93 Amesbury/Truth a) m.Q
20 Encore Keeper RH 32626.93 Amesbury/Truth w t °00
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21 Encore Tie Bar Guide 33706 Amesbury/Truth o C>W
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22 Encore Multi-Point Lock I Short I Gasket 24.30.32.004 Amesbury /Truth "X,
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23 Encore Folding Handle 12614.32 Amesbury /Truth F a M
24 Encore Operator White Gasket 32658 Amesbury /Truth
Rbert J.Aoruso,P.E.
25 Spacer Operator Impact 21544 Amesbury/Truth Florida P EmNo.49752
26 MP Tie Bar Guide 14583.92.00.110 Amesbury/Truth ,�■���"rrrrr.,�
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27 # 10-24 x 11116 Self Tapping Machine 19128.92 Amesbury/Truth .��4.••�c s••og'r.,
28 # 6 x 518" Tek I Sash Rebar(2 per rebar evenly spaced) 117595 GLF Corporation Qa.• No 4s 52
29 # 8 x 518" Tek I Sash Hinge 120934 GLF Corporation =* 11 �*
30 # 6 x 518" Tek/ Frame Hine 117598 GLF o Corpration S�� -P STATE'
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31 # 6 x 518" Tek I Tie Bar Guide 117598 GLF Corporation '•,�� :ANt a sa ko?�
32 # 8 x 112" Pan Head /Keeper Screws 120145 GLF Corporation �''160110NAk-%1k
33 # 10 x 1" FLT Sharp Point/Operator Screws 127318 GLF Corporation
34 # 5 x 3/8" Tek/Screen Clips White 1116506 GLF Corporation
Installation Fasteners
35 #12 OR#14 WOOD SCREW n/a n/a Steel
36 1/4" ADVANCED THREADFORM TAPCON n/a ITW Steel PRODUCT REVISED
37 #14 SHEET METAL OR SELF-DRILLING SCREW n/a n/a Steel as complying with the Florida
Building Code
NOA-No. 20-1103.05
(1) Hygrade Metals Specification:AIS1 1005 to 1010,CS Type A and B,30 ksi to 5D ksi Yield Strength,G40 Galvanized Expiration Date 05/30/2024
(2) EN ERG I FENESTRATION SOLUTIONS USA, INC., PER THE CURRENT MD NOA. By
Miami-Dade Product Control