HomeMy WebLinkAboutProduct Approval (2) MIAMI•DADE MIAMI—DADE COUNTY,FLORIDA
Min 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.so1jRj gjgg
Regency Plus,Inc.
2000 Locust Gap Highway
Mount 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 5108"White PVC Fixed Window-L.M.I.
APPROVAL DOCUMENT: Drawing No.RPLS0060,titled"Series Tech 5108 Vinyl Fixed Window
(LMI)",sheets 1 through 5 of 5,dated 09/16/08,with revision J 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, 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. 20-0109.04 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.20-1103.06
MIAMI•DADECOUNTY ,. Expiration Date: January 28,2025
MEMO 01/21/2021 Approval Date: January 21,2021
Page 1
. r
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 No. 08 1021.04)
2. Drawing No. RPLS0060,titled"Series Tech 5108 Vinyl Fixed Window (LMI)",
sheets 1 through 5 of 5, dated 09/16/08, with revision H dated 12/24/19,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 a series 5108 white PVC
fixed window, prepared by National Certified Testing Laboratories, Inc., Test Report
No. NCTL-110-11363-1, dated 05/15/08, signed and sealed by Harold E. Rupp, P.E.
(Submitted under NOA No. 08-1021.04)
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94
3) Water Resistance Test,per FBC, TAS 202-94
4)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 a series 5108 white PVC
fixed window,prepared by National Certified Testing Laboratories, Inc., Test Report
No. NCTL-110-22857-1, dated 12/17/19, signed and sealed by Joseph A. Reed,P.E.
(Submitted under NOA No. 20-0109.04)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5eh
Edition (2014), dated 06/11/15 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. 15-0618.01)
2. Glazing complies with ASTM E1300-04
CI. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
CU. 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.
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-1103.06
Expiration Date: January 28,2025
Approval Date: January 21,2021
E-1
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS CONTINUED
1. Notice of Acceptance No. 1 8-0122.02, 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.
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 6th 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. 18-0122.10)
G. OTHERS
1. Notice of Acceptance No. 18-0918.03, issued to Regency Plus, Inc. for their Series
"5108" White PVC Fixed Window—L.M.I., approved on 10/11/18 and expiring on
01/28/20.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. RPLS0060, titled"Series Tech 5108 Vinyl Fixed Window (LMI)",
sheets I through 5 of 5, dated 09/16/08, with revision H dated 12/24/19, 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 71h 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. 20-0109.04, issued to Regency Plus, Inc. for their Series
"5108" White PVC Fixed Window—L.M.I., approved on 01/30/20 and expiring on
01/28/25.
Sifang Zhao,P.E.
Product Control Examiner
NOA No.20-1103.06
Expiration Date: January 28,2025
Approval Date: January 21,2021
E-2
REGENCY PLUS, INC.
SERIES TECH 5108 VINYL FIXED WINDOW (LARGE MISSILE IMPACT) a S
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INSTALLATION ANCHORAGE DETAILS k m Z O O w zo
NOTES: r O w 0 z
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1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 7lh ED ITION(2020)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ¢ w- Q ly
2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETE/MASONRY OPENING IS w ? ]w
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 O
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 TAB 203.SEE TEST REPORT NO.NCTL-11 0-22 8 5 7-1.DATED 12/17/19 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY o u'
JOSEPH A.REED,FLORIDA P.E.NO.58920 z:i p
5. MATERIAL:
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5.1. FRAME:EXTRUDED.RIGID PVC BY ENERGI FENESTRATIONSOLUTIONS USA,-INO-PER URRENT M M NOA. ' }rio
5.2. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MD NOA.
Q Z w
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6. GLAZING: fJ �n
6.1. GLAZING DETAIL AS TESTED: z m m p m m rri
6.1.1. OVERALL:7/8"NOMINAL INSULATING LAMINATED GLASS. y= X w m Z
6.1.2. GLASS THICKNESS:(1)LITE OF 3/16"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR. p a a LL
6.1.3. LAMINATED LITE:(2)LITES OF 1/8"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090"TROSIFOL INTERLAYER BY KURARAY AMERICA.INC. a z 5
6.1.4. SPACER TYPE/SIZE:3/8"NOMINAL CARDINAL ENDUR IG EDGE SPACER(Al-D)ALUMINUM >•F w>_
6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2)-LEAF DUAL DUROMETER AND SIKAFLEX 552 BACKBEDDING WITH ASNAP-IN(2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. VZZ��)w
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 u1 U Q m
MATERIALS SHALL BE EOPM WITH A MINIMUM 60 SHORE A DUROMETER. 0 o F P z !3�PA
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. N ~.O 5'6.1
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". w Z
9. FOR ANCHORING INTO CON CRETE/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 V MINIMUM EMBEDMENT INTO � a o d w
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.
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: a o
10.1. SHOWN IN SECTION VIEWS:#12 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACH IEVEA 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+I-1"TOLERANCE. Robert J.Amoriso,P.E.
10.2. NOT SHOWN IN SECTION VIEWS:#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 Florida P.E.No.49752
SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. ettillelellrr
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 �A%,-S MES�4�,i
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-I"TOLERANCE.
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Vie. No a9 52 •G4-
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 9�;• STAT£t0 y ��
INSTALLATION
INSTRUCTIONS
SPECIFIED CTION D ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM ...........R d�0
13.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) '41s8NP1 0p•`
13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI TABLE OF CONTENTS
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 I Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM. SHEET DESCRIPTION
13.4.1. METAL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS.
1 NOTES AND DESIGN PRESSURE CHART
2 ELEVATION&ANCHOR LOCATION
3 HORIZONTAL&VERTICAL SECTIONS-WOOD AND CONCRETE/MASONRY PRODUCT REVISED
SUBSTRATE INSTALLATION as ming complyingc.ao with the Plorleo
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ESIGN PRESSURE RATING(PSF) IMPACT RATING 4 HORIZONTAL&VERTICAL SECTIONS-METAL SUBSTRATE INSTALLATION,GLAZING N.... 20.1103.06
355.0 PSF LARGE MISSILE DETAIL [ o xplratl.n at.0 112 812 0 2E
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SECURED 1X BUCK IS 2X WOOD FRAME BY OTHERS N x 3 3:OPTIONAL(SEE NOTE 2, INSTALLATION ANCHOR#12 WOOD SCREW (SEE NOTE 2,SHEET 1), S o LL 0 o LL o
SHEET 1) PROPERLY SECURED 1X BUCK IS 0 �o o z t p g
SHEATHING OPTIONAL(SEE NOTE 2,SHEET 1) o w N w P F N S
BY OTHERS:�� #12 WOOD SCREW 1 2 3 4 a a o a p 8
EXTERIOR FINISH 1 3/B"MIN.
INSTALLATION ANCHOR p g x w
BY OTHERS EMBEDMENT SEE GLAZING DETAIL 1 x
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7/8"MIN.
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6 4 EDGE DISTANCES ARE o o S
TYPICAL AND SHEATHING BY OTHERS 7 6 > p
EXTERIOR SEE GLAZING DETAIL 1 MEASURED TO BOTH r
ON SHEET 4 SIDES OF SUBSTRATE EXTERIOR FINISH Z LD^❑w
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BY OTHERS PERIMETER CAULK vi=� X 0 onn� VERTICAL SECTION BY OTHERS m 2 a E:z0 17
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WOOD FRAME SUBSTRATE MAX.O.A.FRAME WIDTHS m w z o
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MAX.FRAME SEE GLAZING DETAIL 1 ` INSTALLATION =o 0=y o
HEIGHT 6 ON SHEET 4 WOOD FRAME SUBSTRATE N w o IWOa
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11/2"MIN.EMBEDMENT-CONCRETE � ';�=
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1"MIN.EMBEDMENT-MASONRY N w m
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EXTERIOR FINISH 1 +• CONCRETEIMASONRY BY a: o o LL
1/4"MAX SHIM F x
BY OTHERS i ";%OTHERS(SEE NOTE 2,SHEET 1)
4 3 2 Robert J.Amormo,P.E.
1/4"ITWTAPCON Florida P.E.No.49752
1/2"MIN. SEE GLAZING DETAIL 1 INSTALLATION ANCHOR
PROPWOOD BUCK BY RLYSECUREDEMBEDMENT ON SHEET4 6 `oO�QS`CEEN F4'N$
OTHERS(SEE NOTE 3, -C; No a3 s2 •o'S
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1/4"ITW TAPCON 1 1/2"MIN.EDGE DISTANCE-CONCRETE 101.p grace S
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140 i
VERTICAL SECTION 6 7 PROPERLY SECURED 1X WOOD BUCK
WOOD BUCK c� INSTALLATION BY OTHERS(SEE NOTE 3,SHEET 1)
PROTECTION BY CONCRETE SUBSTRATE PERIMETER CAULK BY OTHERS
OTHERS(SEE WOOD BUCK PROTECTION BY
NOTE 3,SHEET 1) EXTERIOR FINISH BY OTHERS OTHERS(SEE NOTE 3,SHEET 1)
—MAX.O.A.FRAME WIDTH
PRODUCT REVISED
Florida
�1 HORIZONTAL SECTION NDA_N,. d O�110 .06
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CONCRETE/MASONRY SUBSTRATE ey 7
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#14 SHEET METAL INSTALLATION NOTES: o m
SCREW/SELF-DRILLING SCREW
METAL SUBSTRATE
INSTALLATION ANCHOR 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: N N m $
BY OTHERS 1.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) ?
(SEE NOTE 2,SHEET 1) 1.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI
EXTERIOR FINISH 1.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF
BY OTHERS 3/4"MIN. 3 THREADS MIN. 1.4. METAL SUBSTRATE:STEEL 18GA(0.0428"),Fy=33KSI/Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM. =U w =U
1' EDGE DIST. EMBEDMENT BEYOND 1.4.1. METAL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. IO m z �'m
(TYP.) V r INTERIOR WALL O LL IY z 0
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2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY w o L,y w g
SHIM SPACE TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF 33 o Q W 0
RECORD. m m o m W
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3. IX BUCK OVER CONCRETE/MASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK
PERIMETER CAULK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,1 X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO
BY OTHERS STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED = O
COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. tililllt
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4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16"OR GREATER OCCURS.MAXIMUM H o
2 ALLOWABLE SHIM STACK TO BE 1/4". c23n
5. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12"MINIMUM EMBEDMENT INTO �Z, m¢�w O
5CONCRETE WITH 1 12"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS 2 M i <
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE-A V g s
TOLERANCE. 0 Lj
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7 N-SEE GLAZING DETAIL 1 6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: Q Z Q
ON THIS SHEET Y 6.1. SHOWN IN SECTION VIEWS:#12 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8"MINIMUM EMBEDMENT INTO V u>
VERTICAL SECTION SUBSTRATE WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACNG OF TON CENTER.LOCATE ANCHORS AS SHOWN IN Z 9�p F" m vj
6 INSTALLATION WINDOW ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE'+/-1"TOLERANCE. w m
EXTERIOR METAL SUBSTRATE INTERIOR HEIGHT 6.2. NOT SHOWN IN SECTION VIEWS:#14 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 12"MINIMUM EMBEDMENT INTO J aQ aQ.LL to z
SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF T ON CENTER.LOCATE ANCHORS AS SHOWN IN gg
6 ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. U w Z W a 3
SEE GLAZING DETAIL 1 4 7. FOR ANCHORING INTO METAL STRUCTURE USE#14 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 V w m
7 ON THIS SHEET THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF TON O U o N
/ CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE. Lu Jo F Z E
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CJ 3 8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. U t- 'e LL
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9. PERIMETER ANDJOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112. w U)
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1/4" MAX. SHIM SPACE 3 > g d
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SHIM AS REQUIRED EXTERIOR $ .. o a s LL
SHIM ACE 4 3 2 1 #14 SHEET METAL 2 a
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SCREW/SELF-DRILLING SCRE
PERIMETER CAULK INSTALLATION ANCHOR Robert J.Amoroso,P.E.
INTERIOR 4 Fledda P.E.No.49752
BY OTHERS
3/4"MIN. 0.578"GLASS ���`.' sckm"SOISIEs 441"i,
3/4"MIN. 37HREADS MIN. EDGE DIST.(TYP.) BITE I o0't?S��cEHSF
EDGE DIST.
' 5EMBEDMENTBEYOND
1 9 52(TYP.) •:O L
EXTERIOR FINISH ;ji; INTERIOR WALL pp
BY OTHERS METAL SUBSTRATE 3 THREADS MIN. �9T�$TATEtO�0.��
BY OTHERS EMBEDMENT BEYOND INTERIOR WA
014 SHEET METAL �0�.,p Q, ���;
6
SCREW/SELF-DRILLING SCREW (SEE NOTE 2,SHEET 1) / � Q.�•�
4,6"•.,O R�. 6 J
INSTALLATION ANCHOR METAL SUBSTRATE BY OTHE 718'O.A.INSULATING GLASS
SEE GLAZING DETAIL 1 } (SEE NOTE 2,SHEET 1) CONSISTING OF: �7tttll.ltttttt
VERTICAL SECTION ON THIS SHEET 18"ANNEALED GLASS,
E INTERIO
INSTALLATION 0.090"TROSIFOL
METAL SUBSTRATE INTERLAYER BY KURARAY
EXTERIOR AMERICA INC.,1/8-
AN
CHOR-TO-SUBSTRATE ANNEALED GLASS,0.39"AIR
EDGE DISTANCES ARE EXTERIOR FINISH SPACE,3/16'INTERIOR
TYPICAL AND PERIMETER BY OTHERS TEMPERED GLASS
MEASURED TO BOTH 6 7 CAULK PRODUCT REVISED
SIDES OF SUBSTRATE / BY OTHERS ,
GLAZING DETAIL 1 Pl g wifh 10 Florida
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HORIZONTAL SECTION NOA-No. zo"11o3.os
v INSTALLATION E.PVatlan Data 01/28/2025
METAL SUBSTRATE ay ✓^�
Mlamt ode Product control
N m I
Q MASTER FRAME 2Q SASH STOP FRAME COVER a � s
0.070"TYPICAL WALL THICKNESS 0.070"TYPICAL WALL THICKNESS o
4.170" 1.635" k m z 0 m
w O LL 0,
F
U H g
0.542" F N w N F N 6
2.730" J_ a a W o a W
J 1.400"
0.847"
x � �
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4 � �
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Z LL
0 POCKET INSERT, ® GLAZING BEAD z z g
070"TYPICAL WALL THICKNESS
0.070"TYPICAL WALL THICKNESS 0.
0.552" ¢ z
�:0.612" 1.031" v=m�z
0.472" y=�X� �m
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0.360" _
0.625" 0.720" 0.750" a(5w}
16 3 u C) LU
1.133" 0.311" W0 r! J�a
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Series Tech 5108 Miami Dade Impact Fixed/Bill of Material
Item part Numbers Description Supplier Robert J.Amoroso,P.E.
Numbers p pp Florida P.E.No.49752
1 IV White 106017780IAG Master Frame Energi Fenestration"` �r�"�ipMEI�y2,,,
2 IV White 1070!7736 Sash Stop Frame Cover Energi Fenestration" �o0``?S�`cEtisF o9¢,
3 IV White 1079!7737 Pocket Insert!Center Section PW Energi Fenestration"• ?*r No as s2 k?
4 IV White 110317726 PW Glazing Bead Energi Fenestration" =9i t V :I r
5 552 Sikaflex Black Wet Glaze(Fixed Center Section) Sika'US •°'FSsroNn�E�;o���
6 Hurricane Laminate Impact Operating Sash E366 2.7mm/0.90 PVB(Kuraray America,Inc.Trosifil Interlayer IG• Cardinal
7 VEN-VG-1208B Black Glazing Tape 118 x 3/8 x 85'(Fixed Center Section) Industrial Sales
8 2NB-8K-0.0062-028-064 Glass Setting Blocks Sash,(Neoprene w170 to 90 Shore A Durometer) Frank Lowe
9 nla Endur IG Edge Spacer(AI-D)Aluminum Cardinal
Not Shown H-808WHZ Weep Hole Cover White Product Design
Not Shown 1WO511022 30PP12.18P50-9116 Xf 318 X 3 Foam Block ILIndenmeyr
ENERGI FENESTRATION SOLUTIONS USA,INC.,PER CURRENT MD NOTICE OF ACCEPTANCE NOA PRODUCT REVISED
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odmecodo
NOA-No. 20-1103.06
c,PI-0—Et.t.01/2 6120 2 5
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