HomeMy WebLinkAboutNotice of Acceptance (2) MIAMI-DADE 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 ADMINISTRATI T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANrwww.miamidade.govibuilding
7M
Regency Plus,Inc. LMAR 0
2000 Locust Gap Highway
Mount Carmel,PA 17851 County, Permitting -
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,
ncludin._g the High Veloci 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 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.
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
f' 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
LU 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 and renews NOA No. 18-0918.03 and consists of this page 1 and evidence pages E-1,
LJzm 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
MIAMIOADE COUNTYM Expiration Date: January 28,2025
Approval Date: January 30,2020
Page l
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. 081021.04)
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 Pefe ,P.E.
Product Contro Exa iner
NOA No. - 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 61"Edition (2017), dated January
8, 2018,prepared by PTC Product Design Group, LLC, signed and sealed by Robert J.
F"
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. 08-1021.04)
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 Reed,P.E.
Manuel a ez,P.E.
Product Cont IE 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
"Trosifol® 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 6th 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 P.E.
Product Contr Exa iner
NOA No.
'0'09.04
Expiration Date: January 28,2025
Approval Date: January 30,2020
E-3
1ZEGENCV PLUS, INC. � m
SERIES 'TECH 5108 VINYL FIXED WINDOW (TA ZGE MISSILE IMPACT) �
INSTALLATION ANCHORAGE DETAILS z
_ � Z
NOTES: w z O LL :
O OF �n
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 ¢FNw-
ci
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/NIASONRY OPENING IS
THE RESPONSIBILITY OF THEARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND IX BUCK INTO CONCRETE/MASONRY SUBSTRATE.WHEN USED,IX BUCK$SHALL BE
DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THEARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR
MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO TAS 201,TAS 202 AND TAS 203.SEE TEST REPORT NO.NCTL-110.22857-1,DATED 12117119 BY NATIONAL CERTIFIED TESTING LABORATORIES,YORK,PA,SIGNED AND SEALED BY
LL
JOSEPH AREED,FLORIDA P.E.NO.58920 c a O
S. MATERIAL:
5.1. FRAME:EXTRUDED RIGID PVC BY ENERGI FENESTRATION SOLUTIONS USA,INC.PER CURRENT MD NOA 30: 3 a
5.2. LAMINATE GLASS INTERLAYER:TROSIFOL INTERLAYER BY KURARAY AMERICA,INC.PER CURRENT MD NOA 35
Z w
6. GLAZING: G S m gS cc
6.1. GLAZING DETAIL AS TESTED: zCO r 0 rn vi
6.1.1. OVERALL:718"NOMINAL INSULATING LAMINATED GLASS. u1 2 X w m m ~ x
6.1.2. GLASS THICKNESS:(1)LITE OF 3116"NOMINAL TEMPERED GLASS TO THE INTERIOR AND(1)LITE OF LAMINATED GLASS TO THE EXTERIOR, a d z I
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 _j-jz
6'1.4. SPACER TYPEISIZE:318"NOMINAL CARDINAL ENDUR IG EDGE SPACER(A1-D)ALUMINUM t7
8,-- ¢
6.1.5. GLAZING SYSTEM:INTERIOR GLAZED WITH(2}LEAF DUAL DUROMETER AND SIKAFLEX 552 BACSEDDING WITH A SNAP-IN(2}LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. to �W W
6.2. ALL SETTING BLOCS 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 w 00�0 0 J r 8
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. o x zd e•
o Lu O �
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE FHVHZ. a H F 0
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". ui
�3 ��
9. FOR ANCHORING INTO CONCRETEIMASONRY USE 1/4"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1 11Y'MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO N a 6 W 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-V TOLERANCE. F x W LL
a y
mo:m
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)IMTH SUFFICIENT LENGTH TO ACHIEVE A 13/8"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+1-1"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 Flo6a Tt J.
E No 49752
SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+A i"TOLERANCE, 113 ay®®ee21t.
11, FOR ANCHORING INTO METAL STRUCTURE USE 014 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 �"("....•..„At�$��asa9
EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF Z'ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+A V TOLERANCE. � �.(,s��(,,E IUS�.°
12. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING9:
d
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: o STATE F `f(j�d`g., !•
13.1, WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ) fi"•h'( �1�;�*,�wao
13.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI TABLE OF CONTENTS
ASTM
ALUMINUM �oB`B°S
' CONFORMANCE AS MEDIUM
134. METAL SUBSTRATE!STEEL1GA(0.00 ) Y-
eaaQe
33SII I Fu 5 KSOR 6063-T5 0.048"THICK MINIMUM. SHEET DESCRIPTION
134,1. METAL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS.
1 NOTES AND DESIGN PRESSURE CHART
2 ELEVATION&ANCHOR LOCATION r I oI vc aEVIs1T:
I.as cornpiyie:x;wiEln iDa+F1p[i e. :
HORIZONTAL&VERTICAL SECTIONS-WOOD AND CONCRETE/MASONRY
3 SUBSTRATE INSTALLATION to, 1,;, L�•1,04
Y{rLirsCun F' ,,��1_6">y-
DESIGN PRESSURE RATING(PSF) IMPACT RATING HORIZONTAL&VERTICAL SECTIONS-METAL SUBSTRATE INSTALLATION,GLAZING
355.0 PSF LARGE MISSILE 4 DETAIL ',,, rfRyadw�.f1xfM
IMPACT 5 COMPONENTS,FRAME CORNER CONSTRUCTION AND BILL OF MATERIALS f
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—MAX. UNIT WIDTH 60" W0,
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D.L.0 WIDTH 541/2" 5 uJ
5"MAX. FROM CORNERS (TYP)
10"MAX.O.C.SPACING(TYP)
6"MAX.FROM LL
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INSTALLATION 54 1/2"
ANCHOR(TYP.)
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ELEVATION ANCHOR LAYOUT S wuc ry eat
EXTERIOR VIEW THROUGH-F&kME INSTALIAnON
EXTERIOR VIEW
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2X WOOD FRAME BY 1/4"MAX SHIM—
OTHERS
HIM OTHERS(SEE NOTE 2, 718"MIN.EDGE DISTANCE 1 3/8"MIN.EMBEDMENT-
SHEET
MBEDMENT SHEET 1),PROPERLY
SECURED 1X BUCK IS 2X WOOD FRAME BY OTHERS F c)
#12 WOOD SCREW SEE NOTE 2,SHEET 1), F O m
OPTIONAL(SEE NOTE 2, ( o
SHEET 1) INSTALLATION ANCHOR PROPERLY SECURED 1X BUCK IS w O F i-n €
OPTIONAL(SEE NOTE 2,SHEET 1)SHEATHING w r <N o
BY OTHERS #12 WOOD SCREW-
CREW 1 2 3 4 a a 1 w
EXTERIOR FINISH 13/8"MIN. INSTALLATION ANCHOR
BY OTHERS EMBEDMENT SEE GLAZING DETAIL 1 = o
6 ONSHEET 4 W
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1 7/8"MIN. c
PERIMETER CAULK 1!4"MAX SHIM EDGE DISTANCE m '
BY OTHERS 5 2 INTERIOR N o i
3 ANCHOR—TO—SUBSTRATE ......::a:•r•;;:
6 4 EDGE DISTANCES ARE o y
TYPICAL AND SHEATHING BY OTHERS 7 6
EXTERIOR SEE GLAZING DETAIL 1 MEASURED TO BOTH
ON SHEET 4 SIDES OF SUBSTRATE EXTERIOR FINISH Ls to
BY OTHERS PERIMETER CAULK ' ¢x z
VERTICAL SECTION BY OTHERS B a a z iL zo s
INSTALLATION a w J a o � #
WOOD FRAME SUBSTRATE MAX O.A.FRAME WIDTH a co 5:o fi
HORIZONTAL SECTION W g 3
MAX.OA C INSTALLATION o c x y
FRAME SEE GLAZING DETAIL 1 U z
WOOD FRAME SUBSTRATE z
HEIGHT 6 ON SHEET a w o LL a'
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EXTERIOR 7 4 INTERIOR 114"MAX.SHIM co
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11/2"MIN.EMBEDMENT-CONCRETE W �gcS
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EXTERIOR FINISH I r-1/4"MAX SHIM CONCRETElMASONRY BY o g
BY OTHERS A�OTHERS(SEE NOTE 2,SHEET 1) _
4 3 2 1 ':.'. Robert d Arrwniw,P.E.
1/4"ITW TAPCON Florlda P.E.No.48752
PROPERLY SECURED :, = ?,. 4 EMB DMENT SEE GLAZION SHEET 4 INSTALLATION ANCHOR eteeje jpg�E$ °°�ys
1X WOOD BUCK BY 5 "•.`• ^:.' �����1GEIV� o�Gos� '
OTHERS(SEE NOTE 3, t•:I'':, O;' .;A
SHEET 1) CONCRETE BY OTHERS 75
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(SEE NOTE 2,SHEET 1) �+:�1 112'MIN.EDGE DISTANCE-CONCRETE e •�
1/4"ITW TAPCON 2"MIN.EDGE DISTANCE-MASONRY o ••tg
1 1/2"MIN.EDGE DISTANCE INSTALLATION ANCHOR STATE F .W
��`SS'!O R 1O�•Cy(20 she
VERTICAL SECTION 6 7 PROPERLY SECURED 1X WOOD BUCK �ise�Onf�14��e®ee
WOOD BUCK A INSTALLATION BY OTHERS(SEE NOTE 3,SHEET 1)
PROTECTION BY CONCRETE SUBSTRATE PERIMETER CAULK BY OTHERS
( WOOD BUCK PROTECTION BY
NOTE 3,SHEET E EXTERIOR FINISH BY OTHERS OTHERS(SEE NOTE 3,SHEET 1) PrODUCT t,r_viSED
n crmlplrin2,0A Oro Florida
—MAX.O.A.FRAME WIDTH--j
C•r;pir.Yr.Ne G� �+i••.�� I
HORIZONTAL SECTION .
D INSTALLATION ra a• 7 }�Praa'Cal
CONCRETE/MASONRY SUBSTRATE
014 SHEET METAL INSTALLATION NOTES:
SCREWINSTAL
INSTALLATION
SCREW METALSUBSTRATE 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: 3
INSTALLATION ANCHOR BY OTHERS 1.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVH2) c `-
(SEE NOTE 2,SHEET 1) 1.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI
EXTERIOR FINISH 4
1.3. MASONRY-STRENGTH CONFORMANCE TO ASTM 090,MEDIUM WEIGHT WITH DENSITY s 117 PCF m z
BY OTHERS314"MIN. 3 THREADS MIN. 1.4. METAL SUBSTRATE:STEEL 18GA(0.0428'x,Fy=33KS1/Fu=45 KSI OR ALUMINUM 6063-T5 0.048"THICK MINIMUM.
' EDGE DIST. EMBEDMENT BEYOND 1.4.1. METAL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. V
.i� (T1'P.) INTERIOR WALL O F
2. 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLYw c
"' 1/4"MAX. TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF K F S I✓
SHIM SPACE RECORD. a o o
:i IL w
3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK
PERIMETER CAULK INTO CONCRETEIMASONRY SUBSTRATE.WHEN USED,IX BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO = O s
MATERIALS OTHERS A STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERMUST BE SEPARATED WITH APPROVED i
COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
J
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".
o j
5. FOR ANCHORING INTO CONCRETEIMASONRY USE 1/4"HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112"MINIMUM EMBEDMENT INTO Z .`ni O t
3
q CONCRETE WITH 1 112"MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS
`6 SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.4"MINIMUM SPACING BETWEEN ADJACENT ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE+/-1" g
TOLERANCE. UO?1 o
7 N—SEE GLAZING DETAIL 1 A } z F
�Y S. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ONE OF THE FOLLOWING: 6 Z
ON THIS SHEET 611. SHOWN IN SECTION VIEWS:#12 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1318*MINIMUM EMBEDMENT INTO G=
6 F VERTICAL SECTION SUBSTRATE WITH 7/8'MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ZCD
W m m _
INSTALLATION WINDOW ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE.
EXTERIOR METAL SUBSTRATE INTERIOR HEIGHT 6.2. NOT SHOWN IN SECTION VIEWS:1114 PAN HEAD WOOD SCREWS(WS)WITH SUFFICIENT LENGTH TO ACHIEVE A 1 112"MINIMUM EMBEDMENT INTO7 a a tL:D
SUBSTRATE WITH 1"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN J Q
6 ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE-A 1"TOLERANCE. a co
ULU
(n 2 5 W
SEE GLAZING DETAIL 1 A 7. FOR ANCHORING INTO METAL STRUCTURE USE#14 PAN OR HEX HEAD SHEET METAL OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 = 9
7 ON THIS SHEET 4 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON 6 o(D S".a
CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+I.1'TOLERANCE Jo Z a �
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8. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. coo w U a>�
1 5 3 1—w m �s
9. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED ANDIOR SPECIFIED IN ACCORDANCE WITH ASTM E2112. W
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1/4' MAX. SHIM SPACE 1 3 U)> ne S w
SHIM AS REQUIRE EXTERIOR 8 p 0
SHIM SPACE1/4'M 4 3 2 #14 SHEET METAL _ _ �a
SCREWISELF-DRILLING SCREW
INSTALLATION ANCHOR Robert J.Amomso,P.E.
PERIMETER CAULK
INTERIOR (� Florida P. No,49752
BY OTHERS
I)� 3!4"MIN. 0.676"GLASS ❑ d�0^�
3G MIN. I 3 THREADS MIN. UU EDGE DIST.(TYPJ BITE I y� .c`e y,O9m`°e
EDGE DIST.-'IQi,,•�, _,•y
EMBEDMENT BEYOND 5
(TyP) O. •,�
EXTERIOR FINISH :+% INTERIOR WALL / �',•° 6eD
BY OTHERS METALSUBSTRATE 3 THREADS MIN. _ '
#14 SHEET METAL BY OTHERS EMBEDMENT BEYOND INTERIOR WALL 7 e (L.
SCREWISELF-DRILLING SCREW (SEE NOTE 2,SHEET I) 6 �AST�AW d• '
INSTALLATION ANCHOR METAL SUBSTRATE BY OTHERS 718-CA INSULATING GLASS 01 4? `.
SEE GLAZING DETAIL I� (SEE NOTE 2,SHEET I) CONSISTING OF: oF*-...o F,
VERTICAL SECTION ON THIS SHEET 118 ANNEALED GLASS, ®O��/ � 6y+'
E S'1' 1'IAL�L UNi 4A 0.090"TROSIFOL INTERIOR di88gBB08N&B0`9
METALSUBSTRATE INTERLAYER BY KURARAY
EXTERIOR AMERICA INC.,1/8"
ANCHOR—TO—SUBSTRATE ANNEALED GLASS,0.39-AIR
EDGE DISTANCES ARE EXTERK)RFINISH SPACE,3/16"INTERIOR PRODUCTREVISED
TYPICAL AND PERIMETER BY OTHERS TEMPERED GLASS as wul yirrg•rash the F".,xiv
CAULK Buildig F'ode
MEASURED TO BOTH
SIDES OF SUBSTRATE 6 7 BY OTHERS *?a�v%� fi Q}� �
GLAZING DETAIL Lie
G HORIZONTAL SECTION yi
INSTALLATION b17zg1 pato Peodrxt R! ,
METAL SUBSTRATE t"
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6
0 MASTER FRAME Q SASH STOP FRAME COVER
0.070"TYPICAL WALL THICKNESS 0.070"TYPICAL WALL THICKNESS o 2�
4.170" 1.635", z 12;M g
ul OF �E 6
2.015" a ¢ o 0 8
2.730" > >w
1.400" I
0.847"
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0
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4 GLAZING BEAD o
30 POCKET INSERT 0.070"TYPICAL WALL THICKNESS
0.070"TYPICAL WALL THICKNESS , oS
031'
0.552" ¢ z
0.612" z i.m Z
1.
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0.472" w= XV gM F
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0.380" 0.825" a ._f'-�z
0.720" �� l� 0.750" y F-w
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1.133" 0.311" w�l Mem
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CORNER CONSTRUCTION
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Series Tech 5108 Miami Dade Impact Fixed/Bill of Material
ItemPartNumbers Description Supplier Nafxrt J.Am°ruso,Na49P.E
Numbers P Fbrlda P.E. . 752
0sseataaaaa,8
1 N White 1060/7780 I AG Master Frame Energi Fenestration*„
a4°�ai �hR�ES F`.��
2 N White 1070 17736 Sash StopFrame Cover Ener i Fenestration** �R�•�e
3 N White 107917737 Pocket Insert f Center Section PW Energi Fenestration*°
4 N White 110317726 PW Glazing Bead Ener i Fenestration** m �
5 1552 Sikaflex Black Wet Glaze Fixed Center Section) Sika US a
6 Hurricane Laminate Impact
act OperatingSash E366 2.7mm 10.90 PVB Kurara America,Inc.Trosifil Interlayer IG CardinalSTATE
7 VEN-VG-1208B Black Glazing Tape 118 x 318 x 85' Fixed Center Section Industrial Sales T :�t On. I'?4^
8 2NB-8K-0.0062.028-064 Glass Setting Blocks Sash(Neoprene w170 to 90 Shore A Durometer Frank Lowe os��SaaNA��N®�®tea
P ) eaaaattuti4°0
9 n/a Endur IG Edge Spacer(A1-D)Aluminum 1 Cardinal
Not Shown H-808WHZ j Weep Hole Cover White Product Design
RODUCT RrVISEiD
Not Shown W0511022 130PPI248PSO-9116 X1 3/8 X 3 Foam Block Lindenme r °Im"l+iagwi4.!he Fksra
***ENERGI FENESTRATION SOLUTIONS USA,INC.,PER CURRENT MD NOTICE OF ACCEPTANCE(NOA) °il ° cod,
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