HomeMy WebLinkAboutProduct Approval MIAMI•DADE MIAMI—RADE COUNTY,FLORIDA
ls'11►11! PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOM Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION �' (786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE O www.miamidade.gov/buildine
Regency Plus,Inc. .
2000 Locust Gap Highway ST. Lucie County, Permitting
Mount Carmel,PA 17851
SCOPE: s
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
0 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 H dated 12/24/19,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.
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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.
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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 and renews NOA No. 18-0918.03 and consists of this page 1 and evidence pages E-1,
E-2 and E-3,as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.20-0109.04
CMIAMIiIDADE COUNTY j Expiration Date: January 28,2025
' jaZ12A Approval Date: January 30,2020
( 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 No. 08-1021.04)
2. Drawing No. RPLS0060,titled"Impact 5108 Series Fixed Window"sheets 1 through
5 of 5, dated 09/16/08,with revision G dated 01/08/18,prepared by PTC Product
Design Group,LLC, signed and sealed by Robert J. Amoruso,P.E.
(Submitted under NOA No. 18-0122.10)
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)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
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
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America,Inc.for their
"Trosifol®Ultraclear,Clear and Color PVB Glass Interlayers"dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 18-0122.02,issued to ENERGI Fenestration Solutions
USA,Inc.,for their White Rigid PVC Exterior Extrusions for Windows and
Doors,approved on 03/08/18, expiring on 02/28/23.
Manuel P ,P.E.
Product Contro Ex iner
NOA 1% - 109.04
Expiration Date: January 28,2025
Approval Date: January 30,2020
E-1
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 61h 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)
2. Laboratory compliance letters for Test Report No. NCTL-110-11363-1,dated
05/15/08, issued by National Certified Testing Laboratories, Inc., signed and sealed by
Harold E.Rupp,P.E.
(Submitted under NOA No. 084021.04)
3. Letter from manufacturer requesting a 1-year extension to allow time to perform
verification test,dated 06/11/18, signed by Tony Procopio,Plant Manager.
(Submitted under NOA No. 18.0918.03)
4. Testing agreement letter dated 06/12/18 between National Certified Testing
Laboratories (NCTL) and Regency Plus, Inc., issued by NCTL and signed by Justin L.
Bupp,Laboratory Manager.
(Submitted under NOA No. 18-0918.03)
G. OTHERS
1. Notice of Acceptance No. 18-0122.10, issued to Regency Plus, Inc. for their Series
"5108" White PVC Fixed Window — L.M.I., approved on 03/08/18 and expiring on
01/28/19.
2. This is a one-year approval, subjected to successful verification test.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. 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-110-22857-1, dated 12/17/19, signed and sealed by Joseph A,Reed,P.E.
Manuel a ez,P.E.
Product Cont 1 E aminer
NOA No. 0-0109.04
Expiration Date: January 28,2025
Approval Date: January 30,2020
E-2
Regency Plus,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1, Anchor verification calculations and structural analysis, complying with FBC 51h
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.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their
"Trosifolg Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19,
expiring on 07/08/24.
2. Notice of Acceptance No. 18-0122.02,issued to ENERGI Fenestration Solutions
USA,Inc.,for their White Rigid PVC Exterior Extrusions for Windows and
Doors,approved on 03/08/18,expiring on 02/28/23.
F. STATEMENTS
1. Statement letter of conformance,complying with FBC 6"Edition (2017),and of no
financial interest,dated December 26,2019,prepared by PTC Product Design Group,
LLC,signed and sealed by Robert J.Amoruso,P.E.
G. OTHERS
1. Notice of Acceptance No. 18-0918.03,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.
Manuel P
Product Contryl xapniner
NOA No. 109.04
Expiration Date: January 28,2025
Approval Date: January 30,2020
E-3
REGENCY PLUS, INC. Q
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SERIES TECH 5108 VINYL FIXED WINDOW (LARGE MISSILE IMPACT)
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INSTALLATION ANCHORAGE DETAILS o LL
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1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE 6th EDITION(2017)FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). a tug
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2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK METAL FRAMING AND CONCRETE/MASONRYOPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMINGAND CONCRETE/MASONRY OPENING IS j
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. k
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,IX 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 I
MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. I
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4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAB 202 AND TAS 203.SEE TEST REPORT NO.NCTL-110-22857-1,DATED 12H7/19 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK PA,SIGNED AND SEALED BY
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JOSEPH AREED,FLORIDA P.E.NO.513920 S m i a O
5. MATERIAL
5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MD NOA. O z 3
52. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAYAMERICA,INC.PER CURRENT MD NOA ¢ z W i
6. GLAZING: U M:- D
6.1. GLAZING DETAIL AS TESTED: ? Om m m
6.1.1. OVERALL'7/8"NOMINAL INSULATING LAMINATED GLASS. c =¢X u m ca z =
6.12. GLASS THICKNESS:(1)LITE OF 3/16"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR D a a J
6.1.3. LAMINATED LITE:(2)LRES OF 118"NOMINAL ANNEALED GLASS SEPARATED BY A 0.090°TROSIFOL INTERLAYER BY KURARAY AMERICA,INC. -jJa<...i z o
6AA w z 0SPACER TYPE/SIZE:318"NOMINAL CARDINAL ENDUR IG EDGE SPACER(A1-D)ALUMINUM >'I-
6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2)-LEAF DUAL DUROMETER AND SIKAFLEX 552 BACKBEDDING WITH A SNAP-IN(2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. z j >w rz
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 ui UO om o ry
MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER. w F w z ^�,
6.3. AS TESTED GLAZING MEETS ASTM E1300.092 FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. c U m j i-g
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7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. a NO g 5
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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 STACKTO BE 114". w z 1y 9
9. FOR ANCHORING INTO CONCRETEMASONRY USE 1/4"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/L"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 112"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO vl 8 d
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. o R m
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10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: °^
10.1. SHOWN IN SECTION VIEWS:#12 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/8"MINIMUM EDGE DISTANCEAND MINIMUM ANCHOR-TO-ANCHOR a.
SPACING OF 2"ON CENTER LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE
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 FloOd.J.E N..4.52
Flodda RE N..49752
SPACING OF 2.ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+I-1"TOLERANCE. %I got
11. FOR ANCHORING INTO METAL STRUCTURE USE#14 PAN OR HIX HEAD SHEET METAL OR SELF GRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314'MINIMUM ��aoJ..N1ES
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. ......
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12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING NO 03752 = )
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S I
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
STATE F ?
MINIMUM STRENGTH SPECIFIED BELOW: :fie
132. CONCRETE!MISPECIFIC
NIMUM COM RE SNE STRENGTH OF 2500 SIND 0.55(HVHZ)
TABLE OF CONTENTS �FSi• O R LDr'0���`
13.4. METAL SUBSTRATE:STEEL ONRY-STRENGTH CONFORMANCE
18GAR 0 0 28"),Fys ASTM C-90,
Fu MEDIUM45 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 B ANCHOR LOCATION r PRODUCT REVISED
I as complying wilh Ote Florida e
HORIZONTAL&VERTICAL SECTIONS-WOOD AND CONCRETE/MASONRY Baildiag;Code
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SUBSTRATE INSTALLATION Egvahou De2e 3 '
DESIGN PRESSURE RATING(PSF) IMPACT RATING 4 HORIZONTAL&VERTICAL SECTIONS-METAL SUBSTRATE INSTALLATION,GLAZING
LARGE MISSILE DETAIL _ pr1
tss.o PSF IMPACT 5 COMPONENTS,FRAME CORNER CONSTRUCTION AND BILL OF MATERIALS
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SECURED 1X BUCK IS 2X WOOD FRAME BY OTHERS
OPTIONAL SEE NOTE 2, m
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EXTERIOR FINISH--,,"A... 3/8"MIN. SEE
BY OTHERS EMBEDMENT ON HEET 4G DETAIL 1 = o p f
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BY OTHERS 5 2 INTERIOR 1/4"MAX SHIM 5 m m o
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6 4 EDGE DISTANCES ARE
TYPICAL AND SHEATHING BY OTHERS 7 6
EXTERIOR SEE GLAZING DETAIL 1 MEASURED TO BOTH 3 G�
ON SHEET4 SIDES OF SUBSTRATE EXTERIOR FINISH 3 v m '�'
BY OTHERS PERIMETER CAULK vi=¢ui
VERTICAL SECTION BY OTHERS 3 a a o
B INSTALLATION a c7 w
WOOD FRAME SUBSTRATE MAX OA FRAME WIDTH—� z? owo
C HORIZONTAL SECTION s o'-. R e
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SEE GLAZING DETAIL 1 o z $
FRAME WOOD FRAME SUBSTRATE N w o u a z
HEIGHT 6 ON SHEET 1$
EXTERIOR 7 4 INTERIOR 1/4"MAX.SHIM 5 13s"
5 3
110 MIN.EMBEDMENT-CONCRETE w w e w
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1"MIN.EMBEDMENT-MASONRY > e W m
BY OTHERS 2 °a m
EXTERIOR FINISH 1 1/4"MAX SHIM : OTHECONCRETE/MA OTE 2.BY o g
BY OTHERS `i OTHERS(SEE NOTE 2,SHEET 1) F =
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;yay 1!4"ITW TAPCON Florida P.E No.IB752
1 1/2"MIN. SEE GLAZING DETAIL 1 INSTALLATION ANCHOR � '
PROPERLY SECURED ON SHEET 4
;'.• EMBEDMENT ,,�%9!��pMES q��s,��
1X WOOD BUCK BY
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SHEET 1) CONCRETE BY OTHERS r•?!;::: _ No 4975 "
(SEE NOTE 2,SHEET 1) 1/2"MIN.EDGE DISTANCE-CONCRETE
1/4"rfWTAPCON ''' 2"MIN.EDGE DISTANCE-MASONRY = `y
1 12"MIN.EDGE DISTANCE INSTALLATION ANCHOR STATE F
VERTICAL SECTION 6 PROPERLY SECURED 1X WOOD BUCK
WOOD BUCK A INSTALLATION BY OTHERS(SEE NOTE 3,SHEET 1)
PROTECTION BY CONCRETE SUBSTRATE PERIMETER CAULK BY OTHERS
E WOOD BUCK PROTECTION BY
OTHERS(SEEXTERIOR FINISH BY OTHERS OTHERS(SEE NOTE 3,SHEET 1) PRODUCE REVISED
NOTE 3,SHEET E
as oompiyiog vriih ft Florida
—MAX OA FRAME WIDTH R.Rdiu&Code
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HORIZONTAL SECTION
D INSTALLATION BY
CONCRETE/MASONRY SUBSTRATE Mia Dada Plodou
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914 SHEET METAL INSTALLATION NOTES: m
SCREWISELF-DRILLING SCREW `v
METAL SUBSTRATE 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING:
INSTALLATION ANCHOR BY OTHERS 1.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVF� $
EXTERIOR FINISH (SEE NOTE 2,SHEET 1) 12. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI '
BY OTHERS 1.3. MASONRY-STRENGTH CONFORMANCE TO ASTM P90,MEDIUM WEIGHT WITH DENSITY>117 PCF
314'MIN. 3THREADS MIN. 1.4. METALSUBSTRATE:STEEL IBGA(0.04287 Fy=33KSIlFu=45 KSI OR ALUMINUM 6063 TS 0.048'THICKMINIMUM. z �U
EDGE DIST. EMBEDMENT BEYOND 1.4.1. METAL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. "u.
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(IYP-) INTERIOR WALL U O Z n
1/4'MAX 2. 2X WOOD FRAMING,IX OR 2X WOOD BUCK METAL FRAMING AND CONCRETE MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 0 LL y N
TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF
i. SHIM SPACE RECORD, a o a G
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F 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK E
PERIMETER CAULK INTO CONCRETE MASONRY SUBSTRATE WHEN USED,1X 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 = (7
COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. J
�1 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16"OR GREATER OCCURS.MAXIMUM W m m
G ALLOWABLE SHIM STACK TO BE 1/4". O o m
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S. FOR ANCHORING INTO CONCRETEIMASONRY USE 114'HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE 1 1YY MINIMUM EMBEDMENT INTO ^Z as O
fJ. q CONCRETE WITH 1 12"MINIMUM EDGE DISTANCE AND 1•MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS �j a-
5
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J SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE+/-I"
TOLERANCE. p
7 SEE GLAZING DETAIL 1 Q Z r o 1
6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: QQ
ON THIS SHEET E7. SHOWN IN SECTION VIEWS:#12 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318•MINIMUM EMBEDMENT INTO
�r1 VERTICAL SECTION SUBSTRATE WITH 7/8"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER LOCATE ANCHORS AS SHOWN IN =V. 'w m mm Ed =
6 r/���INSTALLAnOON WINDOW ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE.
EXTERIOR — METAL��TE INTERIOR HEIGHT 6.2. NOT SHOWN IN SECTION VIEWS:#14 PAN HEAD WOOD SCREWS MG)WITH SUFFICIENT LENGTH TO AC A 1 12"MINIMUM EMBEDMENT INTO =(L LL LL U) �S - = I
SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TOANCHOR SPACING OF 2"ON CENTER LOCATE ANCHORS AS SHOWN IN J Q J J
ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/- TOLERANCE. >
6 1• .LU
SEE GLAZING DETAIL 1A 7. FOR ANCHORING INTO METAL STRUCTURE USE 014 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 LU LU Ra
ON THIS SHEET 4 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3W MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON p U y 0--
7
CENTER LOCATANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+I-1'TOLERANCE C c�2 ZO ��I;c �P„• z'
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8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. N r w s
9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112. W F %c t o
2 mz
1/4' MAX. SHIM SPACE 3 y>
'S U
1 SHIM AS REQUIRE 0
EXTERIOR g . o
SHIM SPACE 4 3 2 1 #14 SHEET METAL = a
SCREWISELF-DRILLING SCREW
INSTALLATION ANCHOR Ra6ert 7 Arum,RE
PERIMETER CAULK INTERIOR 4 Flulda P.E.Na.49752
%
BY OTHERS - 314' TE
MIN. EDGE DIST.(TYP.) 0.678'IGLASS / e`�
8o �SGE€S ��®
EDGE D15T.—� 3 THREADS MIN. c I ��:'�.� `Si!•��tiiI
cryp,) EMBEDMENT BEYOND No 49752
EXTERIOR FINISH .. INTERIOR WALL
BY OTHERS METALEUBSTRATE 3 THREADSBEYOND
NTE e STATE
1
#14 SHEET METAL BY OTHERS EMBEDMENT BEYOND INTERIOR WALL 7 \ 6
SCREWISELF-DRILLING SCREW (SEE NOTE 2,SHEET 1) /
INSTALLATION ANCHOR �,,,•/// METAL SUBSTRATE BY OTHERS 718-OA INSULATING GLASS p�"••A`�
SEE GLAZING DETAIL I ` (SEE NOTE 2,SHEET 1) CONSISTING OF: ,0 R
VERTICAL SECTION ON THIS SHEET ;.a 118"ANNEALED GLASS, INTERIOR
E UBSTATON 0.090"TROSIFOL ,+..�4TM.MIM
METAL SUBSTRATE INTERLAYER BY KURARAY t
EXTERIOR AMERICA INC.,1/8"
ANCHOR-TO-SUBSTRATE ANNEALED GLASS,0.39•AIR
EXTERIOR FINISH SPACE,3116'INTERIOR PRODUCT REVISED
EDGE DISTANCES ARE PERIMETER BYOTHERSTEMPERED GLASS -cemauPlyi-gwm the Fk
TYPICAL AND CAULK Building Cade
MEASURED
SIDESOF SUBSTRATE 6 7 BY OTHERS GLAZING DETAIL 1 A`�P Date
HORIZONTAL SECTION r P
C' INSTALLATION ade Product of
METAL SUBSTRATE
f
Q Q
Q MASTER FRAME SASH STOP FRAME COVER W a
0.070"TYPICAL WALL THICKNESS 0.070"TYPICAL WALL THICKNESS
�+-4.170" 1.635" '0- LL
w t�iF
O rn w o
2.015" 0.54 a <�" o
Ra
2.730" - •
w
1.400" 0.847"
m o i
LL
4 GLAZING BEAD z a
30 POCKET INSERT
0.070' TYPICAL WALL THICKNESS 3 F o
0.070' TYPICAL WALL THICKNESS } o� a
0.552" ¢ Z
I �'�1 J{am_ ISIIF-F°0•.44112" 1.031 o
720.6 0 C6
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0.3 0 0.825" zT 0.720" 0.750" �Z
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Series Tech 5108 Miami Dade Impact Fixed/Bill of Material _ a
ItemPartNumbers DescriptionFWda
Supplier .Ammwo,RE
Flodde P.E.No.49752
°°enuease
1 IVWhite 1060/7780/AG Master Frame Energi Fenestration„,,, ��%•°°°SplgES 4�°�r,�
2 IV White 1070/7736 Sash StopFrame Cover Ene i Fenestration”' A%,-, %hG`pe
3 IV White 1079/7737 Pocket Insert I Center Section PW Energi Fenestration" No 4975^
4 IV White 1103/7726 PW Glazing Bead Ene i Fenestration"
5 1552 Sikaflex Black Wet Glaze(Fixed Center Section) Sika US 5
6 Hurricane Laminate Impact Operating Sash E366 2.7mm/0.90 PVB Kurara America,Inc.Trositi Interlayer IG Cardinal sTaYF D
7 VEN VG4208B Black GlazingTape 118 x 3/8 x 85' Fixed Center Section Industrial Sales Fs C o p,o
8 2NB-8K-0.0062-028-064 Glass Setting Blocks Sash(Neoprene w/70 to 90 Shore A Durometer) Frank Lowe fill
9 n/a Endur IG Edge Spacer A1-0 Aluminum Cardinal
i
Not Shown H-808WHZ Weep Hole Cover White Product Design
RODUCT REVISED
Not Shown W0511022 130PPI248P50-9116 X1 318 X 3 Foam Block Lindenme r -M-Plyi-S.4%hthe FIcM.
ENERGI FENESTRATION SOLUTIONS USA,INC.,PER CURRENT MD NOTICE OF ACCEPTANCE(NOA)
adding Code
ccevtanoc Mo
:pnatimt Date
r
iem Dade PtofitU 1