HomeMy WebLinkAboutNOA; Series Tech 5108 White PVC Fixed Window - LMINIB, VAN! MIAMI—DADE COUNTY, FLORIDA
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 pp�ryry 1) 315-2590 F (786) 315-2599
REViE ED
NOTICE OF ACCEPTANCE (N®8),� � � � - � -.vmv.miamidade.gov[building
2000 Locust Gap highway ST. L U C E C O U �
Mount Carmel PA 17851 ��� SIl 1 b 2021
This NOA is being issued under the applicable rules and regulations govern�iral ' � 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,
"Tech 5108" White PVC Fixed Winslow — 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 expirati ate t
Dade Countv Product Control Section.
ACT 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.
1�9W41-i7A.i SCCtiiNTY
01 /21 /2021
NOA No. 20-11]2025
Expiration Date: January 28, Approval Date: January 21, P
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 II 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 5"'
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)
CH. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their
"Trosiffol0 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. 15-0122.02, 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 611 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 1 through 5 of 5, dated 09/16/08, with revision II 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 711 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
SERIESC 5108 VINYL FIXED
g�p ANCHORAGEAUON (�fig$ MISSILE T)
INSTANOTES:
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).
2. 2X WOOD FRAMING, 1X OR 2X WOOD BUCK, METAL FRAMING AND CONCRETEWASONRY 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.
3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL. WHEN 1X BUCK IS USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE. WHEN USED, 1X BUCKS SHALL BE
DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR
MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAB 201, TAS 202 AND TAS 203. SEE TEST REPORT NO. NCTL-110-22857-1, DATED 12/17/19 BY NATIONAL CERTIFIED TESTING LABORATORIES, YORK, PA, SIGNED AND SEALED BY
JOSEPH A.REED, FLORIDA P.E. NO. 58920
5. MATERIAL:
5.1. FRAME: EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA, INC. PER CURRENT MD NOA.
52. LAMINATE GLASS INTERLAYER: TROSIFOL INTERLAYER BY KURARAY AMERICA, INC. PER CURRENT MD NOA
6. GLAZING:
6.1. GLAZING DETAIL AS TESTED:
6.1.1. OVERALL: 7/8" NOMINAL INSULATING LAMINATED GLASS.
6.1.2. GLASS THICKNESS: (1) LITE OF 3116" NOMINAL TEMPERED GLASS TO THE INTERIOR AND (1) LITE OF LAMINATED GLASS TO THE EXTERIOR.
6.1.3. LAMINATED LITE: (2) LITES OF 1/8" NOMINAL ANNEALED GLASS SEPARATED BY A 0.090" TROSIFOL INTERLAYER BY KURARAY AMERICA,.INC.
6.1.4. SPACER TYPE/SIZE: 3/8" NOMINAL CARDINAL ENDUR IG EDGE SPACER (At-D) ALUMINUM
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.
6.2. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER. GASKET
MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER.
6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT.
N T. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ. I
ALLOWABLE SHIM STACK TO BE 1/4".
9. FOR ANCHORING INTO CONCRETEWASONRY USE 1/4" HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 112" 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 -A 1" TOLERANCE.
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 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 7/8' MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR
SPACING OF 2" ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1"TOLERANCE.
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
SPACING OF 2" ON CENTER. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1"TOLERANCE.
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
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) OA2 (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 (0.0428"), Fy = 33KSI / Fu = 45 KSI OR ALUMINUM 6063-TB 0.048" THICK MINIMUM.
13.4.1, METAL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS.
rgq,5F5.0
7��LIARGE
MPACT RATING
MISSILE
IMPACT
TABLE OF CONTENTS
SHEET
DESCRIPTION
1
NOTES AND DESIGN PRESSURE CHART
2
ELEVATION & ANCHOR LOCATION
3
HORIZONTAL & VERTICAL SECTIONS - WOOD AND CONCRETE/MASONRY
SUBSTRATE INSTALLATION
4
HORIZONTAL & VERTICAL SECTIONS - METAL SUBSTRATE INSTALLATION, GLAZING
DETAIL
5
COMPONENTS, FRAME CORNER CONSTRUCTION AND BILL OF MATERIALS
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NOA-No. 20-1103.06
Expiration Date 01/28/2025
EXTERIOR VIEW
MAX. UNIT WIDTH 60"
D.L.O WIDTH 54 1/2"
r
NSTALLATION—/-
NCHOR (TYP.)
ANCHORLAYOUT
THROUGH -FRAME INSTALLATION
EXTERIOR VIEW
— 5" MAX. FROM CORNERS (TYP)
10" MAX. O.C. SPACING (TYP)
5" MAX. FROM
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2X WOOD FRAME BY 1/4" MAX SH!
OTHERS (SEE NOTE 2, 7/8" MIN. EDGE DISTANCE 1 3/8" MIN. EMBEDMENT
SHEET 1), PROPERLY
SECURED 1X BUCK IS 2X WOOD FRAME BY OTHERS
INS
OPTIONAL (SEE NOTE 2, WOOD SCREW (SEE NOTE 2, SHEET 1),
SHEET 1) INSTALLATION ANCHOR PROPERLY SECURED 1X BUCK IS
SHEATHING OPTIONAL (SEE NOTE 2, SHEET 1)
BY OTHERS MBE
d INSTALLATION ANCHOR
#12 WOOD SCREW
EXTERIOR FINISH 1 BE MIN. I
BY OTHERS EDMENT 9
PERIMETER CAULK 7/8" MIN.
BY OTHERS 5 1 2 INTERIOR 114" MAX SHIMJ EDGE DISTANCE
3
7 ANCHOR -TO -SUBSTRATE
6 4 EDGE DISTANCES ARE
TYPICAL AND SHEATHING BY OTHERS-J
EXTERIOR SEE GLAZING DETAIL 1 MEASURED TO BOTH
ON SHEET 4 SIDES OF SUBSTRATE EXTERIOR FINISH
VERTICAL SECTION BY OTHERS
INSTALLATION
WOOD FRAME SUBSTRATE
O.A.
FRAME
FRAME
SEE GLAZING DETAIL 1
HEIGHT 6
ON SHEET 4
EXTERIOR
4 INTERIOR
7
5 3
PERIMETER CAULK
BY OTHERS
2
EXTERIOR FINISH
BY OTHERS
I
1 r1/4" MAX SHIM
tr
1 1/2" MIN.
PROPERLY SECURED
EMBEDMENT
1X WOOD BUCK BY
OTHERS (SEE NOTE 3,
SHEET 1)
CONCRETE BY OTHERS
(SEE NOTE 2, SHEET 1)
1/4" ITW TAPCON
1 112" MIN. EDGE DISTANCE
INSTALLATION ANCHOR
VERTICAL SECTION
A
WOOD BUCK7
INSTALLATION
PROTECTION BY
CONCRETE SUBSTRATE
OTHERS(SEE
NOTE 3, SHEET 1)
SEE GLAZING DETAIL 1
ON SHEET 4
/ SEE GLAZING DETAIL 1
ON SHEET 4
PERIMETER CAULK
BY OTHERS
O.A. FRAME WIDTH
C HORIZONTAL SECTION
INSTALLATION
WOOD FRAME SUBSTRATE
MAX. SHIM
1 1/2" MIN. EMBEDMENT -CONCRETE
�1" MIN. EMBEDMENT - MASONRY
CONCRETE/MASONRY BY .
OTHERS (SEE NOTE 2, SHEET 1)
1/4" ITW TAPCON
INSTALLATION ANCHOR
`/ � - 1 1/2" MIN. EDGE DISTANCE - CONCRETE
.: ,; •°';:�; 2" MIN. EDGE DISTANCE -MASONRY
6 7 PROPERLY SECURED 1X WOOD BUCK
BY OTHERS (SEE NOTE 3, SHEET 1)
PERIMETER CAULK BY OTHERS
WOOD BUCK PROTECTION BY
EXTERIOR FINISH BY OTHERS OTHERS (SEE NOTE 3, SHEET 1)
--MAX. O.A. FRAME WIDTH
HORIZONTAL SECTION
L INSTM,LATION
CONCRETE, MASONRY SUBSTRATE
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#14 SHEET METAL
SCREW/SELF-DRILLING SCREW METAL SUBSTRATE
INSTALLATION ANCHOR BY OTHERS
EXTERIOR FINISH {{{ (SEE NOTE 2, SHEET 11
BY OTHERS rj 3/4" MIN. 3 THREADS MIN.
]—EDGE DIST. EMBEDMENT BEYOND
%3 (TYP.) INTERIOR WALL
i1, IW MAX.
r r SHIM SPACE
PERIMETER CAULK
BY OTHERS
11 5 `3J
7 SEE GLAZING DETAIL 1 A
ON THIS SHEET `i
6 VERTICAL SECTION
LNSTALLATION WINDOW
EXTERIOR D METAL SUBSTRATE INTERIOR HEIGHT
SEE GLAZING DETAIL 1
ON THIS SHEET
PERIMETER CAULK
Lli IL
— 1/4' MAX.
FSHIM SPACE
F.
1
BY OTHERS�.`,'�
w 314" MIN.
EDGE DIST.---I 3 THREADS MIN.
EXTERIOR FINISH
EMBEDMENT BEYOND
`; (NP) INTERIOR WALL
BY OTHERS
METAL SUBSTRATE
NSTALLATION NOTES:
1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING:
1.1. WOOD - MINIMUM SPECIFIC GRAVITY OF (G) 0.42 (NON-HVHZ) AND 0.55 (HVHZ)
1.2. CONCRETE- MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI
1.3. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT WITH DENSITY> 117 PCP
1.4. METAL SUBSTRATE: STEEL I8GA(0.0428"),Fy=33KSI1 Fu= 45 KSI OR ALUMINUM 6063-T50.048"THICK MINIMUM.
1.4.1. METAL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS.
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 CONCRETEWASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF
RECORD.
3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL. WHEN 1X BUCK IS USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK
INTO 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'.
5. FOR ANCHORING INTO CONCRETEIMASONRY USE 114' HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2' MINIMUM EMBEDMENT INTO
CONCRETE WITH 1 112" MINIMUM EDGE DISTANCE AND 1" MINIMUM EMBEDMENT INTO MASONRY WITH 2' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4" MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED. ANCHOR LOCATIONS HAVE +/-1"
TOLERANCE.
6. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING:
6.1. SHOWN IN SECTION VIEWS: #12 PAN HEAD WOOD SCREWS (WS) WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' 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 +/-1"TOLERANCE.
6.2. 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 SPACING OF 2' ON.CENTER. LOCATE ANCHORS AS SHOWN IN
ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1"TOLERANCE.
7. FOR ANCHORING INTO METAL STRUCTURE USE 414 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3
THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314" MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR -TO -ANCHOR SPACING OF TON
CENTER LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/-1' TOLERANCE.
8. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY.
9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED ANDIOR SPECIFIED IN ACCORDANCE WITH ASTM E2112. _
INTERIOR
1/4" MAX. SHIM SPACE—
SHIM'— -
SAS REQUIRE EXTERIOR
EXTERIOR
(•J , (-I ,� i #14 SHEET METAL
SCREW/SELF-DRILLINGSCR
/ INSTALLATION ANCHOR I
#14 SHEET METAL BY OTHERS
SCREW/SELF-DRILLING SCREW (SEE NOTE 2. SHEET 1) /
INSTALLATION ANCHOR
SEE GLAZING DETAIL 1
VERTICAL SECTION ON THIS SHEET
4�ISTALLATION
METAL SUBSTRATE
EXTERIOR 'J7
ANCHOR —TO —SUBSTRATE
EDGE DISTANCES ARE
TYPICAL AND
MEASURED TO BOTH
SIDES OF SUBSTRATE
814" MIN.
EDGE DIST. (7YP.)
3 THREADS MIN.
EMBEDMENT BEYOND INTERIOR
METAL SUBSTRATE BY
(SEE NOTE 2, SHEET 1)
EXTERIOR' FINISH
BY OTHERS
CAULK
BY OTHERS
U�HORIZONTAL SECTION
INSTALLATION
METAL SUBSTRATE
0.578" GLASS I I
BITE IIJI
7 6
718" O.A. INSULATING GLASS
CONSISTING OF:
1/8-ANNEALED GLASS, I NTERI O
0.090' TROSIFOL
INTERLAYER BY KURARAY
AMERICA INC., 1/8'
ANNEALED GLASS, 0.39" AIR
SPACE, 3/16' INTERIOR
TEMPERED GLASS
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Florida P.E. No. 49752
PRODUCT REVISED
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NOA-No. 20-1103.06
Expiration Oato01/28/2025
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Florida P.E. No. 49752
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Expiration Date CII2812025
mmm Da o Proaaoe conirot
O MASTER FRAME
2�
SASH STOP FRAME COVER
0.070" TYPICAL WALL THICKNESS
0.070" TYPICAL WALL THICKNESS
4.170" �
--o-{ 1.635"
2.015"
2.730"
1.400"
0.847"
30 POCKET INSERT
0.070" TYPICAL WALL THICKNESS
®
GLAZING BEAD
0.070" TYPICAL WALL THICKNESS
�0.612"
-' 0.472"
0.552"
1.031"
0.380" � 0.825"
0.416" �
��-1.133"
0.720" � 0.750"
0.311"
Series Tech 59:Q8 Mami•63ade Impact Fixed / {3iii of Material
Item
Numbers
pack Numbers
t)escription
Supplier
I.
3t► While 1060 t 77$0 P�.G
Master Frame
Energ's geneskration**
2
iV White 1070 t:%736
Sash Stop Frame Cover •
Energi Fenestration*f
flI White 107917737
Pocitet Insert t�Center Secfion PW
Energi 6enestration�"` .
� 4: ,
iY White 110317726
PW Glazing Bead
Energi,Fenesteationa*
! 5
582"Sikaflex Black
Wet Glaze {Fixed GenferSection}
Sika US
!. 8
Hurricane`Lami{�ake:impack
Operating Sash E866 2.7mm 10.90 RVB {kturaray America, inc: Trflsifil} interlayer iG •
Cardinal-
7 .
VEN-VC-'E208B
Black Glazing Tape 118 x 31Bae.85' {Fixed Center Section}
Inciust�iah5a[es
8
Z�86=8K-O:OU82-028-D64
Glass Setting; Stocks 5asti'(Neog�e•eriewt7D'to 90 Shore A Durotrfefer)
V=rank'Lowe
9
nta
Enc3urlGEdge Spacer (Al .4}A(uminum
Cardinal
Not.Shown.
H-808tfVHZ
Weep Hole Dover White
pro�iuc4 Design
Not Shown
W05'1'iD22
30PP12-18P50-9116 X1 3/8 X-3 Foam Black
Lindenmeyr
`""" 6NERGl FENESTRATION SOLUTIONS USA, INC;, PER CURRENT Mt} NOTICE OF ACCEPTANCE.{NQA} �